1998 State Highway System Log |
Previous | 1 of 4 | Next |
|
|
Small
Medium
Large
Extra Large
Full-size
Full-size archival image
|
This page
All
|
1998 State Highway System Log
To: Users of the Highway Log
From: Robert E. Pike, ADOT Data Section
Date: December 15, 1999
See Also: LogLetter. pdf
1997LogLetter. pdf
This Log incorporates State Highway System ( SHS) improvements and changes which
occurred between the previous Log ( as of December 31, 1997) and December 31, 1998.
The newer projects added to the Log were identified from the reports obtained from
ADOT Field Reports Section. Project plans from Engineering Records were evaluated
and implemented into this Log. Not many of these were “ as- built†plans.
GIS Users - Be aware that the 1997 and 1998 Log can be “ painted†as a GIS map on the
Arizona Transportation Information System linear referencing system. ArcView and an
ArcView extension are required. Further information is available from the Data Section.
The 1998 Log does NOT include a 16- bit version that will operate on Windows 3. x
systems. State workers desiring a 16- bit copy should register their existence with us and
we will try to assist you.
The 1998 data file STILL does not represent all projects completed during the 1988- 1992
time period. For more details refer to the LogLetter. pdf file ( dated 11/ 25/ 1997) which
can be found in the directory where this application is installed. Additionally it may not
include completed portions of projects with phased openings to traffic which were not
identified as complete in the reports obtained from the Field Reports Section. Therefore,
we ask for your understanding as well as assistance in identifying current deficiencies.
Because of the lack of completeness acknowledged in this Log, you may find
discrepancies between this document and other databases such as the bridge or pavement
management systems. As the management systems arrive in a client- server environment,
they may be directly linked into the Log so that those discrepancies are eliminated and a
single pavement, project, or bridge condition can exist and be maintained solely inside of
its own management system, yet be “ viewed†through the format of the SHS Log, or
other formats that are currently under development at ADOT.
If you have a particular issue with something that the Log reports, we are interested in
making it right. However, we ask that you help us by identifying the problem by printing
the certain page( s) and marking them up and sending them to the Data Team at Mail
Drop 070R. Please include helpful information that you may know such as the project
number or source of data that will help us confirm and fix the problem.
1998LogLetter. pdf
T o : U s e r s o f t h e H i g h w a y L o g
F r o m : R o b e r t E . P i k e , A D O T D a t a T e a m
T h i s L o g i n c o r p o r a t e s S t a t e H i g h w a y S y s t e m ( S H S ) i m p r o v e m e n t s a n d c h a n g e s w h i c h o c c u r r e d b e t w e e n
t h e p r e v i o u s L o g ( a s o f D e c e m b e r 3 1 , 1 9 9 6 ) a n d D e c e m b e r 3 1 , 1 9 9 7 . T h e n e w e r p r o j e c t s a d d e d t o t h e
L o g w e r e i d e n t i f i e d f r o m t h e r e p o r t s o b t a i n e d f r o m A D O T F i e l d R e p o r t s S e c t i o n . P r o j e c t p l a n s f r o m
E n g i n e e r i n g R e c o r d s w e r e e v a l u a t e d a n d i m p l e m e n t e d i n t o t h i s L o g . N o t m a n y o f t h e s e w e r e a s - b u i l t p l a n s .
T h e 1 9 9 7 l o g i n t r o d u c e s a 1 6 - b i t v e r s i o n w h i c h w i l l o p e r a t e o n W i n d o w s 3 . x s y s t e m s a s w e l l a s m a i t a i n i n g
a 3 2 - b i t v e r s i o n f o r W i n d o w s 9 5 o r W i n d o w s N T o p e r a t i n g s y s t e m s . T h e 1 9 9 6 a n d 1 9 9 7 d a t a f i l e s a r e
i n c l u d e d w i t h t h e i n s t a l l a t i o n m e d i a f o r b o t h 1 6 a n d 3 2 - b i t v e r s i o n s .
T h e 1 9 9 7 l o g a l s o i n t r o d u c e s t w o n e w r e p o r t i n g o p t i o n s : S C a n d M P . T h e S C o p t i o n w a s a d d e d t o r e p o r t
m o d i f i c a t i o n s t o t h e l a n e g e o m e t r y a d j a c e n t t o i m p r o v e m e n t p r o j e c t s w h i c h w e r e n o t p a r t o f t h e i m p r o v e -
m e n t a n d w h e r e a c t u a l f i e l d c o n d i t i o n s d i f f e r f r o m t h e p r e v i o u s l o g s l a n e g e o m e t r y . T h e M P o p t i o n a l l o w s
y o u t o i n c l u d e m i l e p o s t s t a t i o n a n d e l e v a t i o n i n f o r m a t i o n i n t o t h e l o g r e p o r t f r o m t h e 1 9 8 8 M i l e p o s t L o g .
N o t e t h a t t h i s d a t a h a s n o t b e e n u p d a t e d o r c o r r e c t e d s i n c e 1 9 8 8 o t h e r t h a n t o d e l e t e t h o s e e n t r i e s w h i c h
a r e n o l o n g e r o n t h e S t a t e H i g h w a y S y s t e m o r t o d e l e t e t h o s e e n t r i e s o n r o u t e s w h i c h h a v e b e e n r e n a m e d
a n d r e - m i l e p o s t e d . A d d i t i o n a l l y , t h e c u r r e n t r o u t e n a m e h a s b e e n a s s i g n e d t o t h o s e r o u t e s w h i c h h a v e b e e n
r e n a m e d b u t n o t r e - m i l e p o s t e d ( e . g . U 6 6 6 t o U 1 9 1 ) . A d d i t i o n a l c h a n g e s m a y b e f o u n d i n t h e r e a d m e . t x t
f i l e i n t h e d i r e c t o r y w h e r e t h e a p p l i c a t i o n w a s i n s t a l l e d .
T h e 1 9 9 7 d a t a f i l e d o e s n o t r e p r e s e n t a l l p r o j e c t s c o m p l e t e d d u r i n g t h e 1 9 8 8 - 1 9 9 2 t i m e p e r i o d . F o r m o r e
d e t a i l s r e f e r t o t h e L o g L e t t e r . p d f f i l e ( d a t e d 1 1 / 2 5 / 1 9 9 7 ) w h i c h c a n b e f o u n d i n t h e d i r e c t o r y w h e r e t h i s
a p p l i c a t i o n i s i n s t a l l e d . A d d i t i o n a l l y i t m a y n o t i n c l u d e c o m p l e t e d p o r t i o n s o f p r o j e c t s w i t h p h a s e d o p e n i n g s
t o t r a f f i c w h i c h w e r e n o t i d e n t i f i e d a s c o m p l e t e i n t h e r e p o r t s o b t a i n e d f r o m t h e F i e l d R e p o r t s S e c t i o n .
T h e r e f o r e , w e a s k f o r y o u r u n d e r s t a n d i n g a s w e l l a s a s s i s t a n c e i n i d e n t i f y i n g c u r r e n t d e f i c i e n c i e s .
B e c a u s e o f t h e l a c k o f c o m p l e t e n e s s a c k n o w l e d g e d i n t h i s L o g , y o u m a y f i n d d i s c r e p a n c i e s b e t w e e n t h i s
d o c u m e n t a n d o t h e r d a t a b a s e s s u c h a s t h e b r i d g e o r p a v e m e n t m a n a g e m e n t s y s t e m s . A s t h e m a n a g e m e n t
s y s t e m s a r r i v e i n a c l i e n t - s e r v e r e n v i r o n m e n t , t h e y m a y b e d i r e c t l y l i n k e d i n t o t h e L o g s o t h a t t h o s e d i s c r e p -
a n c i e s a r e e l i m i n a t e d a n d a s i n g l e p a v e m e n t , p r o j e c t , o r b r i d g e c o n d i t i o n c a n e x i s t a n d b e m a i n t a i n e d s o l e l y
i n s i d e o f i t s o w n m a n a g e m e n t s y s t e m , y e t b e “ v i e w e d ” t h r o u g h t h e f o r m a t o f t h e S H S L o g , o r o t h e r f o r m a t s
t h a t a r e c u r r e n t l y u n d e r d e v e l o p m e n t a t A D O T .
I f y o u h a v e a p a r t i c u l a r i s s u e w i t h s o m e t h i n g t h a t t h e l o g m i s r e p o r t s , w e a r e i n t e r e s t e d i n m a k i n g i t r i g h t .
H o w e v e r , w e a s k t h a t y o u h e l p u s b y i d e n t i f y i n g t h e p r o b l e m b y p r i n t i n g t h e c e r t a i n p a g e ( s ) a n d m a r k i n g
t h e m u p a n d s e n d i n g t h e m t o t h e D a t a T e a m a t M a i l D r o p 0 7 0 R . P l e a s e i n c l u d e h e l p f u l i n f o r m a t i o n t h a t y o u
m a y k n o w s u c h a s t h e p r o j e c t n u m b e r o r s o u r c e o f d a t a t h a t w i l l h e l p u s c o n f i r m
a n d f i x t h e p r o b l e m .
0 8 / 2 5 / 9 8
I N T R O D U C I N G : T H E A R I Z O N A
S T A T E H I G H W A Y S Y S T E M L O G
( a s o f 1 2 / 3 1 / 1 9 9 7 )
T o : U s e r s o f t h e H i g h w a y L o g
F r o m : R o b e r t E . P i k e , A D O T D a t a T e a m
T h i s L o g i n c o r p o r a t e s f o u r y e a r s o f S t a t e H i g h w a y S y s t e m ( S H S ) i m p r o v e m e n t s a n d c h a n g e s b e -
t w e e n t h e p r e v i o u s L o g ( a s o f D e c e m b e r 3 1 , 1 9 9 2 ) a n d D e c e m b e r 3 1 , 1 9 9 6 . T h e n e w e r p r o j e c t s
a d d e d t o t h e L o g w e r e i d e n t i f i e d f r o m t h e d a t a b a s e o f c o m p l e t e d c o n t r a c t s h e l d b y t h e P r o g r a m m i n g
a n d P r o j e c t S c h e d u l i n g T e a m . P r o j e c t p l a n s f r o m E n g i n e e r i n g R e c o r d s w e r e e v a l u a t e d a n d i m p l e -
m e n t e d i n t o t h i s L o g . T h e S H S v i d e o l o g w a s r e v i e w e d i n o r d e r t o a s c e r t a i n t h e c o m p l e t e n e s s o f
e a c h p r o j e c t a n d t h e c o m p r e h e n s i v i t y o f t h e “ A s - b u i l t ” p r o j e c t p l a n s .
T h e u s e o f t h e v i d e o l o g a l s o r e v e a l e d t h a t s e v e r a l p r o j e c t s a p p a r e n t l y c o m p l e t e d d u r i n g t h e 1 9 8 8 -
1 9 9 2 t i m e p e r i o d w e r e n o t r e p r e s e n t e d i n t h e 1 9 9 2 S H S L o g . F u n d i n g w a s n o t a v a i l a b l e t o c o r r e c t
t h e s e d e f i c i e n c i e s d u r i n g t h e c o u r s e o f t h i s e f f o r t ( w h i c h a d d r e s s e d p r o j e c t s c o m p l e t e d i n t h e 1 9 9 3 - 9 6
t i m e f r a m e ) . T h e r e f o r e , w e a s k f o r y o u r u n d e r s t a n d i n g a s w e l l a s a s s i s t a n c e i n i n d e n t i f y i n g c u r r e n t
d e f i c i e n c i e s .
T h e L o g h a s m i g r a t e d t o a n e l e c t r o n i c d i s p l a y e n v i r o n m e n t , r e q u i r i n g o n l y a C D - R O M d r i v e a n d
M i c r o s o f t N T . A p r i n t e r i s r e q u i r e d t o o b t a i n h a r d c o p y o u t p u t , w h i c h c a n b e f i l t e r e d f o r t h e t y p e o f
i n f o r m a t i o n r e q u e s t e d . T h e a p p l i c a t i o n i s c a p a b l e o f b e i n g a c c e s s e d v i a l o c a l a n d w i d e a r e a n e t w o r k s
i n t h e f u t u r e . I f s p e c i f i c i n t e r e s t i n t h e l o g i s c o n t i n u e d , m a i n t e n a n c e c o u l d h a p p e n o n a c o n t i n u a l
b a s i s o n c e f u n d i n g i s i d e n t i f i e d . T h i s m e a n s t h a t t h e e l e c t r o n i c v e r s i o n o f t h e l o g c o u l d r e m a i n c u r -
r e n t a s e a c h p r o j e c t i s c o m p l e t e d , a l l o w i n g L A N a n d W A N u s e r s t h e c a p a c i t y t o a l w a y s h a v e t h e m o s t
c u r r e n t i n f o r m a t i o n a t t h e i r d e s k t o p s .
I f y o u h a v e a p a r t i c u l a r i s s u e w i t h s o m e t h i n g t h a t t h e l o g m i s r e p o r t s , w e a r e i n t e r e s t e d i n m a k i n g i t
r i g h t . H o w e v e r , w e a s k t h a t y o u h e l p u s b y i d e n t i f y i n g t h e p r o b l e m b y p r i n t i n g t h e c e r t a i n p a g e ( s )
a n d m a r k i n g t h e m u p a n d s e n d i n g t h e m t o t h e D a t a T e a m a t M a i l D r o p 1 4 7 A . P l e a s e i n c l u d e h e l p f u l
i n f o r m a t i o n t h a t y o u m a y k n o w s u c h a s t h e p r o j e c t n u m b e r o r s o u r c e o f d a t a t h a t w i l l h e l p u s c o n f i r m
a n d f i x t h e p r o b l e m . T h e n y o u m a y b e a b l e t o s e e t h e c h a n g e s t a k e p l a c e b y v i e w i n g t h e l o g o v e r t h e
W A N o r L A N .
W e h o p e t h a t y o u f i n d t h e n e w f o r m a t o f t h e l o g u s e r - f r i e n d l y . M a n y g o o d s u g g e s t i o n s f r o m i n t e r -
e s t e d p a r t i e s w e r e i n c o r p o r a t e d i n t o t h i s v e r s i o n . T h e s i z e o f t h e p r i n t e d l o g g r e w b y 2 0 p a g e s o v e r 4
y e a r s . H o w e v e r , t h e e l e c t r o n i c v e r s i o n c a n b e p r i n t e d i n s h o r t e r v e r s i o n s ( s h o w o n l y t r a f f i c c o u n t
s t a t i o n s o r s h o w o n l y f r o n t a g e r o a d s , e t c . ) a n d b y s p e c i f i c r o u t e s .
B e c a u s e o f t h e l a c k o f c o m p l e t e n e s s a c k n o w l e d g e d i n t h i s L o g , y o u m a y f i n d d i s c r e p a n c i e s b e t w e e n
t h i s d o c u m e n t a n d o t h e r d a t a b a s e s s u c h a s t h e b r i d g e o r p a v e m e n t m a n a g e m e n t s y s t e m s . A s t h e
m a n a g e m e n t s y s t e m s a r r i v e i n a c l i e n t - s e r v e r e n v i r o n m e n t , t h e y m a y b e d i r e c t l y l i n k e d i n t o t h e L o g s o
t h a t t h o s e d i s c r e p a n c i e s a r e e l i m i n a t e d a n d a s i n g l e p a v e m e n t , p r o j e c t , o r b r i d g e c o n d i t i o n c a n e x i s t
a n d b e m a i n t a i n e d s o l e l y i n s i d e o f i t s o w n m a n a g e m e n t s y s t e m , y e t b e “ v i e w e d ” t h r o u g h t h e f o r m a t o f
t h e S H S L o g , o r o t h e r f o r m a t s t h a t a r e c u r r e n t l y u n d e r d e v e l o p m e n t a t A D O T .
1 1 / 1 8 / 9 7
I N T R O D U C I N G : T H E A R I Z O N A
S T A T E H I G H W A Y S Y S T E M L O G
( a s o f 1 2 / 3 1 / 1 9 9 6 )
Route Name ( 5 Char.)
Abbreviation Description
Char 1: I - Interstate Highway
( System) S - State Highway
U - US Highway
Char 2: null - none
( Qualifier) A - Alternate
B - Business
L - Loop
S - Spur
T - Truck Route
X - Temporary
Y - Wye
Char 3- 5: Left packed with zeros
( Route Number)
Two exceptions to above rule:
3rd Char. = “ Y†for SAY89 and SLY89
Junction Type
Abbreviation Description
[ ] Intersection Geometrics Descriptor
1 Right Turn Lane in Cardinal Direction
2 Left Turn Lane in Cardinal Direction
3 Right Turn Lane in Non- Cardinal Direction
4 Left Turn Lane in Non- Cardinal Direction
B Intersecting Street to Left and Right
L Intersecting Street to Left
R Intersecting Street to Right
Sym
Abbreviation Description
BR Bridge
DH Divided Highway Project
EB Eastbound
EQ Equation
FR Frontage Road
IS Inspection Station
J Junction
JB Jurisdictional Boundary
MD Median
MP 1988 Milepost Log Entry
NB Northbound
OP Overpass
PL Passing Lane
RA Rest Area
SB Southbound
SC Striping Change
SVP Slow Vehicle Pullout
TCS Traffic Count Station
TI Traffic Interchange
TN Tunnel
TR Truck Escape Ramp
UB Urban Boundary
UH Undivided Highway Project
UP Underpass
WB Westbound
WS Weigh Station
X Other Informational Item
Pavement/ Shoulder Type
Abbreviation Description
AC Asphaltic Concrete
BST Bituminous Surface Treated
CCMB Combination Concrete and
Mixed Bituminous
MBH Mixed Bituminous, High Type
MBL Mixed Bituminous, Low Type
PCC Portland Cement Concrete
Other Abbreviations and Descriptions
Abbreviation Description
aka also known as
AADT Average Annual Daily Traffic
Ave Avenue
Beg Begin
Blvd Boulevard
dir CL City Limit
dir UB Urban Boundary
Dr Drive
Elev Elevation
Fwy Freeway
GS Grade Separated Hwy. Crossing
IR Indian Reservation
MI Theoretical Route Mile
MR Military Reservation
NF National Forest
NM National Monument
NP National Park
Ovlp Overlap
Rd Road
RR Railroad
St Street
TI Traffic Interchange
Where dir = E for East
N for North
S for South
W for West
1997 ARIZONA STATE HIGHWAY SYSTEM LOG LEGEND
LEGEND
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 0.00 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
I 008
0.00 0.00 J Beg I 008 at AZ/ CA State Line -----
UB Inside Yuma UB
JB Yuma County
DH Colorado River BR 4
EB Colorado River BR 78 PCC PCC 0.38 2 4 24 10
WB Colorado River BR 78 PCC PCC 0.38 2 10 24 4
MD Conc Median Barrier
X Curb to Left and Right
0.30 0.30 TCS 15108
0.38 0.38 DH I 8 9 2 4
EB I 8 9 2 78 PCC PCC 0.20 2 4 24 10
WB I 8 9 2 78 PCC PCC 0.20 2 10 24 4
MD Var Soil Median
0.57 0.57 J Exit # 1( Giss Pkwy) -----
TI 4th Street OP ( EB) 76 1.18 1 2 12 8 205 ft Conc
TI 4th Street OP ( WB) 76 1.16 1 8 12 2 204 ft Conc
0.58 0.58 DH I 8 1 62 4
EB I 8 1 62 76 PCC PCC 0.52 2 4 24 10
WB I 8 1 62 76 PCC PCC 0.52 2 10 24 4
MD Var Soil Median
0.95 0.95 WS Weigh Station
1.10 1.10 DH I 8 1 62 4
EB I 8 1 62 76 AC MBH 1.30 2 4 24 10
WB I 8 1 62 76 AC MBH 1.30 2 10 24 4
MD Var Soil Median
1.70 1.70 TCS 15386
1.97 1.97 FR Two Way Frontage Rd Right MBH 0.26 2 1 24 1
2.23 2.23 J Exit # 2 ( 16th St) -----
TI U 095 UP ( EB) 70 0.86 1 2 12 8 17 ' - 03"
TI U 095 UP ( WB) 70 0.80 1 8 12 2 16 ' - 04"
2.40 2.40 DH I 8 1 59 49 4
EB I 8 1 59 49 72 AC MBH 0.52 2 4 24 10
WB I 8 1 59 49 72 AC MBH 0.52 2 10 24 4
MD Var Soil Median
2.60 2.60 TCS 21045
2.92 2.92 UP Ave 2E ( EB) 70 2 4 24 10 16 ' - 06"
UP Ave 2E ( WB) 70 2 10 24 4 16 ' - 03"
DH I 8 1 59 42 4
EB I 8 1 59 42 72 AC MBH 7.24 2 4 24 10
WB I 8 1 59 42 72 AC MBH 7.24 2 10 24 4
MD Var Soil Median
Printed: 3/ 21/ 00 Page: 1 MP 2.92 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 3.98 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
3.98 3.98 J Exit # 3 at S 280 -----
UB ECL UB Yuma
TI Ave 3E OP ( EB) 70 0.55 1 2 12 8 119 ft Conc
TI Ave 3E OP ( WB) 70 0.63 1 8 12 2 129 ft Conc
FR Two Way Frontage Rd Left MBH 1.32 2 1 24 1
5.02 5.02 FR Two Way Frontage Rd Right MBH 3.16 2 1 24 1
5.80 5.80 TCS 19101
7.63 7.63 J Exit # 7 -----
TI Araby Rd OP ( EB) 68 0.96 1 2 12 8 147 ft Conc
TI Araby Rd OP ( WB) 68 1.04 1 8 12 2 147 ft Conc
8.50 8.50 TCS 17585
8.68 8.68 OP Union Pacific RR ( EB) 68 2 3 24 3 281 ft Steel
8.72 8.72 OP Union Pacific RR ( WB) 68 2 3 24 3 281 ft Steel
9.38 9.38 J B Canal
UB WUB Fortuna Foothills
9.40 9.40 J Exit # 9 at SB008 -----
TI East Yuma OP ( EB) 68 0.73 1 2 12 8 313 ft Conc
9.42 9.42 TI East Yuma OP ( WB) 68 1.55 1 8 12 2 313 ft Conc
10.16 10.16 DH I 8 1 42 4
EB I 8 1 42 68 AC MBH 1.41 2 4 24 10
WB I 8 1 42 68 AC MBH 1.41 2 10 24 4
MD Var Soil Median
10.80 10.80 TCS 22707
11.57 11.57 DH I 8 1 38 4
EB I 8 1 38 67 AC MBH 2.18 2 4 24 10
WB I 8 1 38 67 AC MBH 2.18 2 10 24 4
MD Var Soil Median
12.21 12.21 J Exit # 12 -----
TI Fortuna Rd UP ( EB) 97 0.69 1 2 14 6 0 ft
TI Fortuna Rd UP ( WB) 97 0.59 1 6 14 2 0 ft
13.00 13.00 TCS 18615
13.75 13.75 DH I 8 1 88 4
EB I 8 1 88 89 AC MBH 1.13 2 4 24 10
WB I 8 1 88 89 AC MBH 1.13 2 10 24 4
MD Var Soil Median
14.24 14.24 J Exit # 14 -----
TI Foothills Blvd UP ( EB) 88 0.65 2 2 24 2 16 ' - 06"
TI Foothills Blvd UP ( WB) 88 0.59 2 2 24 2 16 ' - 06"
14.87 14.87 BR Fortuna Wash ( EB) 67 2 4 24 10 215 ft Conc
BR Fortuna Wash ( WB) 67 2 10 24 4 215 ft Conc
Printed: 3/ 21/ 00 Page: 2 MP 14.87 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 14.88 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
14.88 14.88 DH I 8 1 38 4
EB I 8 1 38 67 AC MBH 2.30 2 4 24 10
WB I 8 1 38 67 AC MBH 2.30 2 10 24 4
MD Var Soil Median
14.98 14.98 OP Fortuna Frontage Rd ( EB) 67 2 4 24 10 94 ft Conc
OP Fortuna Frontage Rd ( WB) 67 2 10 24 4 94 ft Conc
16.60 16.60 TCS 9800
16.64 16.64 IS Border Patrol Inspection Station ( EB) 0.95 2 0 24 0
17.18 17.18 DH I 8 1 21 4
EB I 8 1 21 67 AC MBH 3.35 2 4 24 10
WB I 8 1 21 67 AC MBH 3.35 2 10 24 4
MD Var Soil Median
18.88 18.88 UP Telegraph Pass ( EB) 67 2 4 24 10 16 ' - 04"
OP Telegraph Pass ( WB) 67 2 3 24 3 267 ft Steel
19.70 19.70 UB EUB Fortuna Foothills
X Gila Mountains Divide
20.36 20.36 UP Dome ( EB) 67 2 4 24 10 16 ' - 03"
OP Dome ( WB) 67 2 3 24 3 249 ft Steel
20.53 20.53 DH I 8 1 43 4
EB I 8 1 43 71 AC MBH 8.44 2 4 24 10
WB I 8 1 43 71 AC MBH 8.44 2 10 24 4
MD Var Soil Median
21.03 21.03 J Exit # 21 -----
TI Dome Valley Rd ( EB) 69 0.93 1 2 12 8 19 ' - 07"
21.07 21.07 TI Dome Valley Rd ( WB) 69 0.59 1 8 12 2 16 ' - 04"
22.10 22.10 RA Ligurta Parking 1.31 1 2 12 8
22.90 22.90 BR Red Top Wash ( EB) 69 2 4 24 10 157 ft Conc
BR Red Top Wash ( WB) 69 2 10 24 4 157 ft Conc
24.09 24.09 BR Ligurta Wash ( EB) 69 2 4 24 10 469 ft Conc
BR Ligurta Wash ( WB) 69 2 10 24 4 469 ft Conc
24.86 24.86 FR Two Way Frontage Rd Left 2.36 2 0 24 0
25.90 25.90 TCS 9081
26.70 26.70 OP Adonde Rd ( EB) 69 2 4 24 10 107 ft Conc
OP Adonde Rd ( WB) 69 2 10 24 4 107 ft Conc
28.97 28.97 DH I8 1 86 43 4
EB I8 1 86 43 89 AC MBH 8.09 2 4 24 10
WB I8 1 86 43 89 AC MBH 7.70 2 10 24 4
MD Var Soil Median
30.80 30.80 J Exit # 30 ( Ave 29E) -----
TI Wellton UP ( EB) 69 0.68 1 2 12 8 16 ' - 03"
Printed: 3/ 21/ 00 Page: 3 MP 30.80 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 30.80 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
30.80 30.80 TI Wellton UP ( WB) 69 0.56 1 8 12 2 16 ' - 06"
31.53 31.53 BR Wallton Canal
32.88 32.88 UP Ave 31E ( EB) 69 2 10 24 4 16 ' - 04"
UP Ave 31E ( WB) 69 2 4 24 10 16 ' - 02"
34.40 34.40 TCS 7968
34.91 34.91 UP Ave 33E ( EB) 69 2 4 24 10 20 ' - 04"
UP Ave 33E ( WB) 69 2 10 24 4 21 ' - 11"
36.39 36.39 BR Mohawk Canal ( EB) 69 2 4 24 10 189 ft Steel
BR Mohawk Canal ( WB) 69 2 10 24 4 212 ft Steel
37.06 37.06 DH I 8 1 44 4
EB I 8 1 44 70 AC MBH 18.26 2 4 24 10
WB I 8 1 44 70 AC MBH 18.26 2 10 24 4
MD Var Soil Median
37.95 37.95 J Exit # 37 ( Ave 36E) -----
TI Roll UP ( EB) 66 0.66 1 2 12 8 16 ' - 04"
TI Roll UP ( WB) 66 0.64 1 8 12 2 16 ' - 06"
40.30 40.30 TCS 8283
42.06 42.06 J Exit # 42 ( Ave 40E) -----
TI Tacna UP ( EB) 66 0.61 1 2 12 8 16 ' - 08"
TI Tacna UP ( WB) 66 0.64 1 8 12 2 16 ' - 07"
48.50 48.50 TCS 7979
54.88 54.88 OP Union Pacific RR ( EB) 66 2 4 24 10 153 ft Steel
OP Union Pacific RR ( WB) 66 2 10 24 8 153 ft Steel
54.96 54.96 J Exit # 54 ( Ave 52.5E) -----
TI Mohawk OP ( EB) 63 0.79 1 2 12 8 158 ft Conc
TI Mohawk OP ( WB) 63 0.54 1 8 12 2 158 ft Conc
FR Two Way Frontage Rd Left 12.45 2 0 24 0
55.32 55.32 DH I8 1 45 17 IN 55 6 4
EB I8 1 45 IN55 6 65 AC MBH 0.13 2 4 24 10
WB I8 1 17 64 AC MBH 0.13 2 10 24 4
MD Var Soil Median
55.45 55.45 DH I8 1 45 17 IN 55 6 4
EB I8 1 45 IN55 6 88 AC MBH 0.05 2 4 24 10
WB I8 1 80 17 82 AC MBH 0.05 2 10 24 4
MD Var Soil Median
55.50 55.50 DH I8 1 85 17 IN 55 6 4
EB I8 1 85 IN556 88 AC MBH 1.25 2 4 24 10
WB I8 1 85 17 82 AC MBH 1.25 2 10 24 4
MD Var Soil Median
55.93 55.93 RA Mohawk Rest Areas 0.85 1 2 12 8
Printed: 3/ 21/ 00 Page: 4 MP 55.93 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 56.75 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
56.75 56.75 DH I8 1 13 85 80F169 3 4
EB I8 1 85 FI69 3 88 AC MBH 9.18 2 6 24 10
WB I8 1 80 13 82 AC MBH 9.18 2 10 24 4
MD Var Soil Median
60.20 60.20 TCS 7823
62.65 62.65 FR Two Way Frontage Rd Right G 3.29 2 1 22 1
65.93 65.93 DH I8 1 70 10 IN 2 1 4
EB I8 1 70 10IN10 2 79 AC MBH 0.02 2 4 24 10
WB I8 1 70 10 79 AC MBH 0.02 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Right G 1.48 2 1 22 1
65.95 65.95 DH IM- 8- 1( 96) 4
EB IM- 8- 1( 96) 95 AC AC 6.06 2 4 24 10
WB IM- 8- 1( 96) 95 AC AC 6.06 2 10 24 4
MD 76 ft Soil Median
67.41 67.41 J Exit # 67 -----
TI Dateland OP ( EB) 62 0.67 1 2 12 8 107 ft Conc
TI Dateland OP ( WB) 62 0.74 1 8 12 2 107 ft Conc
FR Two Way Frontage Rd Right G 5.12 2 1 22 1
FR Two Way Frontage Rd Left G 4.31 2 1 22 1
70.00 70.00 TCS 9056
72.01 72.01 DH I8 1 70 10 I 2 1 2 4
EB I8 1 70 10 I 2 1 79 AC MBH 0.52 2 4 24 10
WB I8 1 70 10 79 AC MBH 0.52 2 10 24 4
MD Var Soil Median
72.53 72.53 DH I8 1 70 I 2 1 2 4
EB I8 1 70 I 2 1 2 79 AC MBH 7.33 2 4 24 10
WB I8 1 70 8 79 AC MBH 7.33 2 10 24 4
MD 74 ft Soil Median
FR Two Way Frontage Rd Right 7.33 2 0 24 0
73.48 73.48 J Exit # 73 -----
TI Aztec Rd OP ( EB) 62 0.67 1 2 12 8 97 ft Conc
TI Aztec Rd OP ( WB) 62 0.69 1 8 12 2 97 ft Conc
FR Two Way Frontage Rd Left 1.30 2 0 24 0
76.24 76.24 FR Two Way Frontage Rd Left 0.60 2 0 24 0
76.50 76.50 TCS 8245
76.84 76.84 FR Two Way Frontage Rd Left 2.09 2 0 24 0
78.46 78.46 J Exit # 78 -----
TI Spot Rd OP ( EB) 62 0.79 1 2 12 8 97 ft Conc
TI Spot Rd OP ( WB) 62 0.72 1 8 12 2 97 ft Conc
78.94 78.94 FR Two Way Frontage Rd Left 0.92 2 0 24 0
Printed: 3/ 21/ 00 Page: 5 MP 78.94 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 79.86 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
79.86 79.86 JB Maricopa County
DH I8 2 503 76 48 23 4
EB I8 2 503 48 79 AC MBH 8.20 2 4 24 10
WB I8 2 76 23 78 AC MBH 8.20 2 10 24 4
MD Var Soil Median
FR Two Way Frontage Rd Left 1.96 2 0 24 0
81.00 81.00 TCS 7410
83.83 83.83 RA Sentinel Rest Areas 0.94 1 2 12 8
85.49 85.49 FR Two Way Frontage Rd Left 0.48 2 0 24 0
85.97 85.97 FR Two Way Frontage Rd Left MBH 0.13 2 1 24 1
86.10 86.10 FR Two Way Frontage Rd Left 1.65 2 0 24 0
87.04 87.04 J Exit # 87 -----
TI Sentinel OP ( EB) 62 0.65 1 2 12 8 97 ft Conc
TI Sentinel OP ( WB) 62 0.68 1 8 12 2 97 ft Conc
88.06 88.06 DH I8 2 76 21 F69 34 4
EB I8 2 503 F69 34 79 AC MBH 0.09 2 4 24 10
WB I8 2 76 21 78 AC MBH 0.09 2 10 24 4
MD 76 ft Soil Median
88.15 88.15 DH I8 2 76 21 F69 34 4
EB I8 2 76 21F6934 78 AC MBH 7.71 2 4 24 10
WB I8 2 76 21 78 AC MBH 7.71 2 10 24 4
MD 76 ft Soil Median
91.30 91.30 TCS 7531
95.86 95.86 DH I8 2 57 17 FI 65 5 4
EB I8 2 57 FI 65 5 69 AC MBH 4.14 2 4 24 10
WB I8 2 57 17 69 AC MBH 4.14 2 10 24 4
MD 74 ft Soil Median
100.00 100.00 DH I8 2 57 85 FI 65 5 4
EB I8 2 57FI 65 5 69 AC MBH 6.00 2 4 24 10
WB I8 2 85 57 86 AC MBH 6.00 2 10 24 4
MD 74 ft Soil Median
100.75 100.75 FR Two Way Frontage Rd Right MBH 1.09 2 1 24 1
101.84 101.84 FR Two Way Frontage Rd Right 3.66 2 0 24 0
102.23 102.23 J Exit # 102 -----
TI Painted Rock OP ( EB) 58 0.67 1 2 12 8 89 ft Conc
TI Painted Rock OP ( WB) 58 0.66 1 8 12 2 89 ft Conc
104.00 104.00 TCS 7756
106.00 106.00 DH IM- 8- 2( 96) 4
EB IM- 8- 2( 96) 94 AC AC 9.18 2 4 24 10
WB IM- 8- 2( 96) 94 AC AC 9.18 2 10 24 4
MD 76 ft Soil Median
Printed: 3/ 21/ 00 Page: 6 MP 106.00 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 106.00 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
106.25 106.25 FR Two Way Frontage Rd Right G 8.25 2 1 22 1
106.51 106.51 J Exit # 106 -----
TI Paloma OP ( EB) 60 0.72 1 2 12 8 97 ft Conc
TI Paloma OP ( WB) 60 0.71 1 8 12 2 97 ft Conc
108.00 108.00 TCS 7815
111.42 111.42 J Exit # 111 -----
TI Citrus Valley OP ( EB) 60 0.79 1 2 12 8 97 ft Conc
TI Citrus Valley OP ( WB) 60 0.78 1 8 12 2 97 ft Conc
112.80 112.80 TCS 7988
113.24 113.24 FR Two Way Frontage Rd Left BST 1.49 2 1 24 1
115.14 115.14 J Exit # 115 at SB008 W -----
TI W Gila Bend OP ( EB) 71 1.12 1 2 12 8 659 ft Conc
TI W Gila Bend OP ( WB) 71 0.55 1 8 12 2 659 ft Conc
FR Two Way Frontage Rd Right BST 0.49 2 1 24 1
115.18 115.18 DH I8 2 45 40 4
EB I8 2 45 40 73 AC MBH 0.77 2 4 24 10
WB I8 2 45 40 73 AC MBH 0.77 2 10 24 4
MD Var Soil Median
115.40 115.40 TCS 3724
115.62 115.62 J Exit # 116 -----
TI S 085 OP ( EB) 71 0.16 1 2 12 8 171 ft Conc
TI S 085 OP ( WB) 71 0.21 1 8 12 2 171 ft Conc
115.95 115.95 DH I8 2 88 45 44 4
EB I8 2 45 44 88 AC MBH 1.48 2 4 24 10
WB I8 2 88 45 44 88 AC MBH 1.48 2 10 24 4
MD Var Soil Median
116.10 116.10 TCS 4511
116.35 116.35 OP Tucson Cornelia & Gila Bend RR ( Inactive) ( EB) 69 2 4 24 10 120 ft Conc
OP Tucson Cornelia & Gila Bend RR ( Inactive) ( WB) 69 2 10 24 4 120 ft Conc
116.76 116.76 OP County Rd ( EB) 69 2 4 24 10 107 ft Conc
OP County Rd ( WB) 69 2 10 24 4 107 ft Conc
117.38 117.38 BR Sand Tanks Wash ( EB) 69 2 4 24 10 201 ft Conc
BR Sand Tanks Wash ( WB) 69 2 10 24 4 201 ft Conc
117.43 117.43 DH I8 2 88 45 44 4
EB I8 2 88 45 44 88 AC MBH 2.21 2 4 24 10
WB I8 2 88 45 44 88 AC MBH 2.21 2 10 24 4
MD Var Soil Median
119.42 119.42 J Exit # 119 at SB008 E -----
TI E Gila Bend UP ( EB) 69 0.44 1 2 12 8 16 ' - 06"
TI E Gila Bend UP ( WB) 69 0.79 1 8 12 2 16 ' - 11"
FR Two Way Frontage Rd Right BST 0.49 2 1 24 1
Printed: 3/ 21/ 00 Page: 7 MP 119.42 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 119.42 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
119.64 119.64 DH I8 2 80 45 8 4
EB I8 2 80 45 8 82 AC MBH 0.21 2 4 24 10
WB I8 2 80 45 8 82 AC MBH 0.21 2 10 24 4
MD 76 ft Soil Median
119.85 119.85 DH I8 2 80 8 4
EB I8 2 80 8 82 AC MBH 14.71 2 4 24 10
WB I8 2 80 8 82 AC MBH 14.71 2 10 24 4
MD 76 ft Soil Median
120.10 120.10 TCS 6089
123.41 123.41 RA Gila Bend Rest Areas ( Closed) 0.74 1 2 12 8
134.56 134.56 DH I8 2 79 12 4
EB I8 2 79 12 81 AC MBH 0.05 2 4 24 10
WB I8 2 79 12 81 AC MBH 0.05 2 10 24 4
MD 76 ft Soil Median
134.61 134.61 DH AC- FIR- 8- 2( 94) 4
EB AC- FIR- 8- 2( 94) 92 AC AC 6.58 2 4 24 10
WB AC- FIR- 8- 2( 94) 92 AC AC 6.58 2 10 24 4
MD 76 ft Soil Median
140.81 140.81 J Exit # 140 -----
TI Freeman Rd OP ( EB) 58 0.45 1 2 12 8 29 ft Conc
TI Freeman Rd OP ( WB) 58 0.38 1 8 12 2 29 ft Conc
141.19 141.19 DH I8 2 79 4 4
EB I8 2 79 4 81 AC MBH 1.48 2 4 24 10
WB I8 2 79 4 81 AC MBH 1.48 2 10 24 4
MD 76 ft Soil Median
142.67 142.67 DH I8 2 79 11 4
EB I8 2 79 11 81 AC MBH 4.93 2 4 24 10
WB I8 2 79 11 81 AC MBH 4.93 2 10 24 4
MD 76 ft Soil Median
143.00 143.00 TCS 6347
144.57 144.57 J Exit # 144 -----
TI Vekol Rd UP ( EB) 59 0.28 1 2 12 8 16 ' - 01"
TI Vekol Rd UP ( WB) 59 0.77 1 8 12 2 16 ' - 01"
144.73 144.73 BR Vekol Wash ( EB) 59 2 10 24 14 190 ft Conc
BR Vekol Wash ( WB) 54 2 10 24 6 188 ft Conc
147.00 147.00 TCS 4786
147.60 147.60 JB Pinal County
DH I8 2 91 63 9 4
EB I8 2 91 63 9 90 AC MBH 3.55 2 4 24 10
WB I8 2 63 9 74 AC MBH 3.55 2 10 24 4
MD 76 ft Soil Median
Printed: 3/ 21/ 00 Page: 8 MP 147.60 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 148.85 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
148.85 148.85 RA Table Top Rest Area ( EB) 0.19 1 2 12 8
150.85 150.85 RA Table Top Rest Area ( WB) 0.19 1 8 12 2
151.15 151.15 DH I8 2 91 47 46 9 61B 4
EB I8 2 91 47 9 90 AC MBH 0.06 2 4 24 10
WB I8 2 47 46 61B 68 AC MBH 0.06 2 10 24 4
MD 76 ft Soil Median
151.21 151.21 DH I 8 2 91 46 4
EB I 8 2 91 46 90 AC MBH 9.56 2 4 24 10
WB I 8 2 46 68 AC MBH 9.56 2 10 24 4
MD 76 ft Soil Median
151.68 151.68 J Exit # 151 at S 084 -----
TI Maricopa Rd UP ( EB) 62 0.72 1 2 12 8 16 ' - 00"
TI Maricopa Rd UP ( WB) 62 0.48 1 8 12 2 16 ' - 04"
FR Two Way Frontage Rd Right 0.68 2 1 24 1
157.57 157.57 OP Smith Rd ( EB) 62 2 4 24 10 90 ft Conc
OP Smith Rd ( WB) 62 2 10 24 4 90 ft Conc
159.10 159.10 TCS 4927
160.77 160.77 DH IM- 8- 2( 99) 4
EB IM- 8- 2( 99) 95 AC AC 0.10 2 3 26 9
WB I 8 2 46 68 AC MBH 0.10 2 10 24 4
MD 76 ft Soil Median
160.87 160.87 DH IM- 8- 2( 99) 4
EB IM- 8- 2( 99) 95 AC AC 9.12 2 3 26 9
WB IM- 8- 2( 99) 95 AC AC 9.12 2 9 26 3
MD 76 ft Soil Median
161.53 161.53 J Exit # 161 -----
TI Stanfield Rd UP ( EB) 65 0.68 1 2 12 8 16 ' - 03"
TI Stanfield Rd UP ( WB) 65 0.61 1 8 12 2 16 ' - 05"
162.40 162.40 TCS 5091
162.53 162.53 UP Murphy Rd ( EB) 65 2 4 24 10 16 ' - 04"
UP Murphy Rd ( WB) 65 2 10 24 4 16 ' - 00"
163.06 163.06 BR Santa Rosa Wash ( EB) 65 2 3 24 3 620 ft Conc
BR Santa Rosa Wash ( WB) 65 2 3 24 3 620 ft Conc
164.54 164.54 UP Russell Rd ( EB) 65 2 4 24 10 16 ' - 01"
UP Russell Rd ( WB) 65 2 10 24 4 16 ' - 05"
166.53 166.53 UP Midway Rd ( EB) 66 2 4 24 10 16 ' - 06"
UP Midway Rd ( WB) 66 2 10 24 4 17 ' - 03"
166.91 166.91 BR Greenes Wash ( EB) 66 2 3 24 3 471 ft Conc
BR Greenes Wash ( WB) 66 2 3 24 3 471 ft Conc
167.53 167.53 J Exit # 167 -----
TI Montgomery Rd UP ( EB) 66 0.39 1 2 12 8 16 ' - 03"
Printed: 3/ 21/ 00 Page: 9 MP 167.53 I 008
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 167.53 I 008
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
167.53 167.53 TI Montgomery Rd UP ( WB) 66 0.39 1 8 12 2 16 ' - 09"
168.70 168.70 TCS 4956
169.54 169.54 J Exit # 169 -----
TI Bianco Rd UP ( EB) 66 0.47 1 2 12 8 16 ' - 06"
TI Bianco Rd UP ( WB) 66 0.45 1 8 12 2 16 ' - 08"
169.99 169.99 DH I 8 2 47 4
EB I 8 2 47 70 AC MBH 0.04 2 4 24 10
WB I 8 2 47 70 AC MBH 0.04 2 10 24 4
MD 76 ft Soil Median
170.03 170.03 DH IM- 8- 2( 97) 4
EB IM- 8- 2( 97) 95 AC AC 7.94 2 4 24 10
WB IM- 8- 2( 97) 95 AC AC 7.94 2 10 24 4
MD 76 ft Soil Median
170.70 170.70 TCS 5193
170.94 170.94 BR Santa Cruz Wash ( EB) 66 2 3 24 3 351 ft Conc
BR Santa Cruz Wash ( WB) 66 2 3 24 3 351 ft Conc
172.53 172.53 J Exit # 172 -----
TI Thornton Rd UP ( EB) 67 0.39 1 2 12 8 15 ' - 10"
TI Thornton Rd UP ( WB) 67 0.74 1 8 12 2 15 ' - 09"
173.50 173.50 TCS 6130
173.54 173.54 UP Chuichu Rd ( EB) 67 2 4 24 10 15 ' - 11"
UP Chuichu Rd ( WB) 67 2 10 24 4 16 ' - 04"
174.54 174.54 J Exit # 174 -----
TI Trekell Rd UP ( EB) 67 0.49 1 2 12 8 15 ' - 11"
TI Trekell Rd UP ( WB) 67 0.41 1 8 12 2 16 ' - 10"
FR Two Way Frontage Rd Right 0.30 2 0 24 0
175.66 175.66 UB WUB Casa Grande
OP Peart Rd ( EB) 67 2 4 24 10 95 ft Conc
OP Peart Rd ( WB) 67 2 10 24 4 95 ft Conc
FR Two Way Frontage Rd Right 0.30 2 0 24 0
176.90 176.90 TCS 5550
177.97 177.97 DH I 8 2 47 4
EB I 8 2 47 70 AC MBH 0.36 2 4 24 10
WB I 8 2 47 70 AC MBH 0.36 2 10 24 4
MD 76 ft Soil Median
178.33 178.33 J End I 008 at I 010 on OP -----
Main Direction Route Length: 178.33 mi. Opposite Direction Route Length: 177.94 mi. Lengths of Frontage Roads and Others: 112.06 mi.
SB008( 1)
0.00 0.00 J Beg SB008( 1) AZ/ CA State Line on Colorado River Bridge -----
UB NCL Within UB of Yuma
JB Inside Yuma County
Printed: 3/ 21/ 00 Page: 10 MP 0.00 SB008( 1)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 1) MP 0.00 SB008( 1)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
0.00 0.00 BR Colorado River ( EB) 56 2 2 24 2 837 ft Steel
BR Colorado River ( WB) 56 2 2 24 2 837 ft Steel
DH FI 407 1 4
EB FI 407 1 56 PCC PCC 0.08 2 2 24 2
WB FI 407 1 56 PCC PCC 0.08 2 2 24 2
MD 6 ft Conc Curbed Median
0.08 0.08 DH M950- 2- 507 4
EB M950- 2- 507 96 AC AC 0.19 2 0 24 2
WB M950- 2- 507 96 AC AC 0.19 2 2 24 0
MD Var Soil Median
X Curb to Left and Right
0.10 0.10 TCS 17070
0.27 0.27 J 1st St
UH M950- 2- 507 96 AC AC 3.45 4 0 48 0
MD 12 ft Painted Median
1.12 1.12 J 8th St -----
1.60 1.60 TCS 20746
2.12 2.12 J U 095 aka 16th St -----
3.00 3.00 TCS 27580
3.72 3.72 DH M950- 2- 507 6
EB M950- 2- 507 96 AC AC 0.22 3 0 36 0
WB M950- 2- 507 96 AC AC 0.22 3 0 36 0
MD Var Soil Median
3.94 3.94 UH M- 950- 2- 508 97 AC AC 0.37 6 0 72 0
4.22 4.22 J 32nd St [ B24] -----
4.31 4.31 J Catalina Dr. [ B24]
UH STP- 950- 2( 8) P 98 AC AC 2.17 6 0 72 0
MD Var Painted Median
X Curb to Left and Right
4.35 4.35 X Curb to Left and Right
4.43 4.43 J Median Cross- Over [ U24]
4.51 4.51 J Arizona Ave [ L2]
4.56 4.56 J Ave 1E [ R4]
4.71 4.71 J Chiquita Ave [ B24]
4.82 4.82 J Private Drive's [ B24]
4.96 4.96 J Bonanza Dr [ R24]
5.00 5.00 TCS 26700
X Curb to Left and Right
5.08 5.08 J Fortuna Ave [ B24]
Printed: 3/ 21/ 00 Page: 11 MP 5.08 SB008( 1)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 1) MP 5.19 SB008( 1)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
5.19 5.19 J Winsor Dr [ L24]
5.52 5.52 J Ave 2E -----
5.58 5.58 J Avenue 2E/ Yuma International Airport [ B24]
5.99 5.99 J Dirt Road to Fairgrounds [ L2]
6.00 6.00 TCS 26700
6.09 6.09 J Avenue 2 1/ 2E [ L24]
6.40 6.40 J Median Cross- Over [ U24]
6.48 6.48 DH F020 1 502 11 4
EB F020 1 502 11 67 AC MBH 0.07 2 2 24 10
WB F020 1 502 11 67 AC MBH 0.07 2 10 24 2
MD 16 ft Conc Curbed Median
6.55 7.00 J JCT SR 280 -----
6.55 EQ MP 6.55 Back Equals 7.00 Ahead
7.00 J S 280 aka Ave 3E North to I 008
UH FI 82 12 52 MBL 0.34 4 0 44 0
6.89 7.34 UH FAP 82B NON 82 49 MBL 1.93 4 0 44 0
7.53 7.98 UB EUB Yuma ( Ave 4E)
8.65 9.10 TCS 13790
8.82 8.82 UH S- 579- 506 97 AC AC 0.26 4 0 44 0
8.95 8.95 J Ave 5E [ B24]
9.08 9.53 UH FAP 82B NON 82 49 MBL 2.27 4 0 44 0
10.04 10.49 J Araby Rd -----
11.05 11.50 TCS 13284
11.35 11.80 UH FAP 82B NON 82 49 MBL 0.16 4 0 44 0
11.51 11.96 UB WUB Fortuna Foothills
DH I 8 1 42 2
EB I 8 1 42 68 AC MBH 0.42 1 2 12 10
WB I 8 1 42 68 AC MBH 0.42 1 8 12 2
MD Var Conc Curbed Median
11.91 12.36 TI EB I 008 UP 68 0.00 0 0 0 0 18 ' - 01"
11.93 12.38 J End SB008( 1) at I 008 Exit # 9 -----
Main Direction Route Length: 11.93 mi. Opposite Direction Route Length: 0.98 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB008( 3)
0.00 117.79 J Beg SB008( 3) at I 008 Exit # 115 near Gila Bend -----
JB Inside Maricopa County
UH I8 2 40 FI56 3 71 AC MBH 0.16 2 8 24 8
0.02 117.81 TI WB I 008 UP 71 0.00 2 8 24 8 26 ' - 11"
0.16 117.95 UH F23 1 14F1 56 3 90 AC MBH 0.16 2 8 24 8
Printed: 3/ 21/ 00 Page: 12 MP 117.95 SB008( 3)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 3) MP 117.95 SB008( 3)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
0.32 118.11 UH F23 1 14 FI56 3 90 AC MBH 0.06 2 8 24 8
0.38 118.17 UH F23 1 14F2 2 503 90 AC MBH 2.11 4 2 48 2
MD 12 ft Painted Median
X Curb to Left and Right
0.39 118.18 OP S 085 62 2 7 24 7 103 ft Conc
0.51 118.30 TCS 4420
0.58 118.37 J S 085( 1) SB to Ajo -----
1.51 119.30 TCS 6203
2.49 120.28 DH F023 1 13 102 22 NRS 18 4
EB F023 1 13 NRS18 87 AC MBH 0.10 2 4 24 10
WB F023 1 13 10222 87 AC MBH 0.10 2 10 24 4
MD Var Conc Curbed Median
2.55 120.34 J S 085( 2) NB to Buckeye -----
2.59 120.38 DH F- 023- 1- 517 4
EB F- 023- 1- 517 93 AC AC 0.62 2 0 24 0
WB F- 023- 1- 517 93 AC AC 0.62 2 2 24 5
MD Var Soil Median
2.65 120.44 OP S 085 WB Only 60 2 3 24 3 93 ft Conc
2.71 120.50 OP Union Pacific RR ( EB) 34 2 3 24 3 148 ft Conc
OP Union Pacific RR ( WB) 60 2 0 24 0 140 ft Conc
3.21 121.00 UH F- 023- 1- 517 93 AC AC 1.62 2 6 24 6
3.71 121.50 TCS 2650
4.83 122.62 UH I 8 2 88 45 88 AC MBH 0.21 2 8 24 8
4.89 122.68 JB SCL Gila Bend
5.04 122.83 J End SB008( 3) at I 008 Exit # 119 -----
Main Direction Route Length: 5.04 mi. Opposite Direction Route Length: 0.72 mi. Lengths of Frontage Roads and Others: 0.00 mi.
I 010
0.00 0.00 J Beg I 010 at AZ/ CA State line -----
JB La Paz County
DH Colorado River BR 4
EB Colorado River BR 77 MBH MBH 0.09 2 10 24 12
WB Colorado River BR 77 MBH MBH 0.09 2 12 24 10
MD Conc Curbed Barrier
X Curb to Left and Right
0.09 0.09 DH I 10 1 21 4
EB I 10 1 21 77 AC MBH 0.75 2 10 24 12
WB I 10 1 21 77 AC MBH 0.75 2 12 24 10
MD Conc Median Barrier
FR Two Way Frontage Rd Right MBH 0.77 2 1 24 1
FR Two Way Frontage Rd Left BST 0.61 2 1 24 1
Printed: 3/ 21/ 00 Page: 13 MP 0.09 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 0.09 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
0.30 0.30 TCS 19000
0.70 0.70 J Exit # 1 ( Ehrenberg Exit) -----
TI Poston Rd UP ( EB) 77 0.49 1 2 12 8 16 ' - 08"
TI Poston Rd UP ( WB) 77 0.56 1 8 12 2 16 ' - 03"
0.84 0.84 DH I10 1 21 FLH1 3 4
EB I10 1 21 FLH1 3 77 AC MBH 0.79 2 4 24 10
WB I10 1 21 77 AC MBH 0.79 2 10 24 4
MD Var Median Barrier
0.86 0.86 FR Two Way Frontage Rd Right BST 0.61 2 1 24 1
1.63 1.63 DH I10 1 21 8 37 FLH 3 4
EB I10 1 21 37FLH3 77 AC MBH 0.12 2 4 24 10
WB I10 1 21 8 77 AC MBH 0.12 2 10 24 4
MD Var Soil Median
1.75 1.75 DH I10 1 54 37 8 FLH 1 3 4
EB I10 1 54 37F1 3 80 AC MBH 0.05 2 4 24 10
WB I10 1 54 8 80 AC MBH 0.05 2 10 24 4
MD Var Soil Median
1.80 1.80 DH IM- 10- 1( 86) 4
EB IM- 10- 1( 86) 95 AC AC 9.90 2 4 24 10
WB IM- 10- 1( 86) 95 AC AC 9.90 2 10 24 4
MD Var Soil Median
2.48 2.48 TCS 16718
3.10 3.10 IS Weigh Station 1.58
4.47 4.47 RA Ehrenberg Rest Areas 0.84 1 2 12 8
5.86 5.86 J Exit # 5 -----
TI Tom Wells UP ( EB) 63 0.57 1 2 12 8 16 ' - 02"
TI Tom Wells UP ( WB) 63 0.66 1 8 12 2 16 ' - 04"
7.00 7.00 TCS 20699
11.70 11.70 DH IM- 10- 1( 86) 4
EB IM- 10- 1( 86) 95 AC AC 0.30 2 4 24 10
WB I10 1 70 54 15 89 AC MBH 0.30 2 10 24 4
MD Var Soil Median
11.96 11.96 J Exit # 11 -----
TI Dome Rock OP ( EB) 63 0.39 1 2 12 2 89 ft Conc
TI Dome Rock OP ( WB) 63 0.43 1 2 12 2 89 ft Conc
FR One Way Frontage Rd Right MBH 0.15 2 1 24 1
FR One Way Frontage Rd Left MBH 0.22 2 1 24 1
12.00 12.00 DH I10 1 70 54 15F98 20 4
EB I10 1 70 37F98 89 AC MBH 3.80 2 4 24 10
WB I10 1 70 54 15 89 AC MBH 3.80 2 10 24 4
MD 76 ft Soil Median
Printed: 3/ 21/ 00 Page: 14 MP 12.00 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 14.20 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
14.20 14.20 TCS 19003
15.80 15.80 JB WCL Quartzsite
DH I10 1 70 5 4
EB I10 1 70 5 89 AC MBH 1.23 2 4 24 10
WB I10 1 70 5 89 AC MBH 1.23 2 10 24 4
MD 76 ft Soil Median
17.03 17.03 DH I10 1 70 5 4
EB I10 1 70 5 89 AC MBH 3.17 2 4 24 10
WB I10 1 70 5 89 AC MBH 3.17 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Right MBH 1.36 2 1 24 1
17.52 17.52 J Exit # 17 at SB010 & S 095 -----
TI W Quartzsite/ Hwy 95 UP ( EB) 64 0.72 1 2 14 2 16 ' - 00"
TI W Quartzsite UP ( WB) 64 0.69 1 2 14 2 16 ' - 01"
18.09 18.09 UP Pedestrian OP ( EB) 64 2 4 24 10 16 ' - 07"
UP Pedestrian OP ( WB) 64 2 10 24 4 16 ' - 08"
18.61 18.61 BR Tyson Wash ( EB) 64 2 4 24 14 410 ft Conc
BR Tyson Wash ( WB) 64 2 14 24 4 410 ft Conc
18.89 18.89 UP S 095 ( EB) 64 2 4 24 10 16 ' - 04"
UP S 095 ( WB) 64 2 10 24 4 16 ' - 03"
19.00 19.00 TCS 17663
19.79 19.79 J Exit # 19 at SB010 W & S 095 -----
TI E Quartzsite UP ( EB) 64 0.52 1 3 12 8 16 ' - 03"
TI E Quartzsite UP ( WB) 64 0.50 1 8 12 3 16 ' - 02"
FR Two Way Frontage Rd Right MBH 0.40 2 1 24 1
20.20 20.20 DH I10 1 70 58 11 4
EB I10 1 70 58 11 89 AC MBH 1.88 2 4 24 10
WB I10 1 70 58 11 89 AC MBH 1.88 2 10 24 4
MD 76 ft Soil Median
22.08 22.08 JB ECL Quartzsite Elev 870
DH I70 1 70 58 11 4
EB I10 1 70 58 11 89 AC MBH 1.92 2 4 24 10
WB I10 1 70 58 11 89 AC MBH 1.92 2 10 24 4
MD 76 ft Soil Median
22.80 22.80 TCS 14035
24.00 24.00 DH IM- 10- 1( 81) 4
EB IM- 10- 1( 81) 95 AC AC 5.85 2 4 24 10
WB IM- 10- 1( 81) 95 AC AC 5.85 2 10 24 4
MD Var Soil Median
26.65 26.65 J Exit # 26 -----
TI Gold Nugget UP ( EB) 63 0.42 1 2 12 3 16 ' - 10"
TI Gold Nugget UP ( WB) 63 0.42 1 3 12 2 16 ' - 03"
Printed: 3/ 21/ 00 Page: 15 MP 26.65 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 26.65 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
29.85 29.85 DH IM- 10- 1( 85) 4
EB IM- 10- 1( 85) 96 AC AC 11.92 2 4 24 10
WB IM- 10- 1( 85) 96 AC AC 11.92 2 10 24 4
MD 168 ft Soil Median
30.60 30.60 TCS 13758
31.17 31.17 J Exit # 31 -----
TI U 060 UP ( EB) 67 0.80 1 4 12 8 17 ' - 10"
TI U 060 UP ( WB) 67 0.81 1 8 12 4 19 ' - 03"
31.40 31.40 TCS 16504
33.80 33.80 UP Ramsey Mine Rd ( EB) 67 2 4 24 10 16 ' - 03"
UP Ramsey Mine Rd ( WB) 67 2 10 24 4 17 ' - 02"
37.08 37.08 BR Wash ( WB) 67 2 10 24 4 164 ft Conc
37.12 37.12 BR Wash ( EB) 67 2 4 24 10 164 ft Conc
39.33 39.33 BR New Water Mountain Rd ( EB) 67 2 4 24 10 111 ft Conc
39.37 39.37 BR New Water Mountain Rd ( WB) 67 2 10 24 4 111 ft Conc
41.77 41.77 DH IM- 10- 1( 85) 2
EB IM- 10- 1( 85) 96 0.16 0 0 0 0
WB IM- 10- 1( 85) 96 AC AC 0.16 2 10 24 4
MD 168 ft Soil Median
41.93 41.93 DH ACIM- 10- 1( 84) 4
EB ACIM- 10- 1( 84) 93 AC AC 17.23 2 4 24 10
WB ACIM- 10- 1( 84) 93 AC AC 17.23 2 10 24 4
MD 68 ft Soil Median
45.36 45.36 J Exit # 45 -----
TI Vicksburg Rd UP ( EB) 67 0.76 1 2 12 8 16 ' - 01"
TI Vicksburg Rd UP ( WB) 67 0.66 1 8 12 2 15 ' - 10"
46.60 46.60 TCS 16728
52.20 52.20 RA Bouse Wash Rest Areas 2.01 1 2 12 8
53.96 53.96 J Exit # 53 -----
TI Hovatter Rd UP ( EB) 70 0.70 1 2 12 8 16 ' - 03"
TI Hovatter Rd UP ( WB) 70 0.70 1 8 12 2 16 ' - 02"
FR Two Way Frontage Rd Right 1.07 2 0 24 0
59.16 59.16 DH IM- 10- 1( 82) 4
EB IM- 10- 1( 82) 94 AC AC 11.58 2 4 24 10
WB IM- 10- 1( 82) 94 AC AC 11.58 2 10 24 4
MD 168 ft Soil Median
59.47 59.47 UP Sore Finger Rd ( EB) 68 2 4 24 10 17 ' - 01"
UP Sore Finger Rd ( WB) 68 2 10 24 4 16 ' - 08"
61.80 61.80 TCS 18216
69.66 69.66 J Exit # 69 -----
Printed: 3/ 21/ 00 Page: 16 MP 69.66 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 69.66 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
69.66 69.66 TI Ave 75E UP ( EB) 68 0.66 1 2 12 8 16 ' - 07"
TI Ave 75E UP ( WB) 68 0.66 1 8 12 2 16 ' - 02"
70.74 70.74 DH I10 1 36 33 4
EB I10 1 36 33 72 AC MBH 0.02 2 4 24 10
WB I10 1 36 33 72 AC MBH 0.02 2 10 24 4
MD Var Soil Median
70.76 70.76 JB Maricopa County
DH I10 2 18 7 4
EB I10 2 18 7 91 AC MBH 9.24 2 4 24 10
WB I10 2 18 7 91 AC MBH 9.24 2 10 24 4
MD Var Soil Median
72.71 72.71 UP Aguila Rd ( EB) 67 2 4 24 10 17 ' - 05"
UP Aguila Rd ( WB) 67 2 10 24 4 16 ' - 03"
75.40 75.40 TCS 17377
80.00 80.00 DH I10 2 131 18 7 4
EB I10 2 131 18 7 89 AC MBH 0.99 2 4 24 10
WB I10 2 131 18 7 89 AC MBH 0.99 2 10 24 4
MD Var Soil Median
80.99 80.99 DH I10 2 131 19 10 13 4
EB I10 2 131 19 13 89 AC MBH 9.01 2 4 24 10
WB I10 2 131 19 13 89 AC MBH 9.01 2 10 24 4
MD Var Soil Median
81.24 81.24 J Exit # 81 -----
TI Salome Rd UP ( EB) 69 1.01 1 2 12 8 16 ' - 03"
TI Salome Rd UP ( WB) 69 1.01 1 8 12 2 16 ' - 02"
86.05 86.05 RA Burnt Well Rest Areas 1.36 1 2 12 8
87.70 87.70 TCS 18000
90.00 90.00 DH IM- 10- 2( 146) 4
EB IM- 10- 2( 146) 94 AC AC 1.00 2 4 24 10
WB IM- 10- 2( 146) 94 AC AC 1.00 2 10 24 4
MD 76 ft Soil Median
91.00 91.00 DH FIR- 10- 2( 141) 4
EB FIR- 10- 2( 141) 92 AC AC 3.72 2 4 24 10
WB FIR- 10- 2( 141) 92 AC AC 3.72 2 10 24 4
MD Var Soil Median
94.15 94.15 J Exit # 94 ( Tonopah) -----
TI 411th Ave UP ( EB) 71 0.64 1 2 12 8 16 ' - 10"
TI 411th Ave UP ( WB) 71 0.72 1 8 12 2 16 ' - 07"
FR Two Way Frontage Rd Left MBH 1.31 2 2 24 2
94.70 94.70 TCS 17951
94.72 94.72 DH IM- 10- 2( 146) 4
Printed: 3/ 21/ 00 Page: 17 MP 94.72 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 94.72 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
94.72 94.72 EB IM- 10- 2( 146) 94 AC AC 17.61 2 4 24 10
WB IM- 10- 2( 146) 94 AC AC 17.61 2 10 24 4
MD Var Soil Median
96.22 96.22 UP Belmont Rd ( EB) 71 2 4 24 10 17 ' - 00"
UP Belmont Rd ( WB) 71 2 10 24 4 17 ' - 06"
96.53 96.53 BR Coyote Wash ( EB) 71 2 4 24 10 107 ft Conc
BR Coyote Wash ( WB) 71 2 10 24 4 107 ft Conc
98.29 98.29 J Exit # 98 -----
TI Wintersburg UP ( EB) 71 0.85 1 2 12 8 17 ' - 02"
TI Wintersburg UP ( WB) 71 0.83 1 8 12 2 16 ' - 05"
98.80 98.80 TCS 18815
101.40 101.40 UP 355th Ave ( EB) 75 2 4 24 10 16 ' - 10"
UP 355th Ave ( WB) 75 2 10 24 4 16 ' - 00"
103.45 103.45 J Exit # 103 -----
TI 339th Ave UP ( EB) 74 0.66 1 2 12 8 17 ' - 05"
TI 339th Ave UP ( WB) 74 0.64 1 8 12 2 16 ' - 06"
104.00 104.00 TCS 19311
104.66 104.66 BR Hassayampa River ( EB) 74 2 6 24 12 1180 ft Conc
BR Hassayampa River ( WB) 74 2 12 24 6 1180 ft Conc
105.46 105.46 UB WUB WCL Buckeye
107.60 107.60 UP Johnson Rd ( EB) 75 2 4 24 10 16 ' - 08"
UP Johnson Rd ( WB) 75 2 10 24 4 18 ' - 05"
109.68 109.68 J Exit # 109 -----
TI Palo Verde Rd UP ( EB) 75 0.62 1 2 12 8 16 ' - 10"
TI Palo Verde Rd UP ( WB) 75 0.61 1 8 12 2 16 ' - 10"
110.20 110.20 TCS 19861
112.33 112.33 DH IR- IM- 10- 2( 150) 4
EB IR- IM- 10- 2( 150) 95 AC AC 9.97 2 4 24 10
WB IR- IM- 10- 2( 150) 95 AC AC 9.97 2 10 24 4
MD 76 ft Soil Median
112.75 112.75 J Exit # 112 at S 085/ Oglesby Rd. -----
TI Ramp UP ( EB) 75 0.48 1 6 12 10 17 ' - 06"
TI Ramp UP ( WB) 75 0.56 1 8 12 2 18 ' - 02"
112.92 112.92 J Exit # 113
TI Ramp UP ( EB) 75 0.45 1 2 12 8 17 ' - 06"
TI Ramp UP ( WB) 75 0.56 1 8 12 2 18 ' - 02"
113.40 113.40 TCS 21592
114.59 114.59 FR Two Way Frontage Rd Right MBH 0.85 2 1 24 1
114.85 114.85 J Exit # 114 -----
TI Miller Rd OP ( EB) 75 0.52 1 2 12 8 161 ft Conc
Printed: 3/ 21/ 00 Page: 18 MP 114.85 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 114.85 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
114.85 114.85 TI Miller Rd OP ( WB) 75 0.52 1 8 12 2 161 ft Conc
115.60 115.60 TCS 25207
116.98 116.98 OP Watson Rd ( EB) 75 2 6 24 12 142 ft Conc
OP Watson Rd ( WB) 75 2 12 24 6 142 ft Conc
121.68 121.68 J Exit # 121 -----
TI Jackrabbit Trail OP ( EB) 75 0.69 1 2 12 8 177 ft Conc
TI Jackrabbit Trail OP ( WB) 75 0.69 1 8 12 2 177 ft Conc
122.30 122.30 DH IM- 10- 2( 148) 4
EB IM- 10- 2( 148) 93 AC AC 7.42 2 4 24 10
WB IM- 10- 2( 148) 93 AC AC 7.42 2 10 24 4
MD 76 ft Soil Median
122.69 122.69 UB WUB WCL Goodyear
OP Perryville Rd ( EB) 78 2 6 24 12 129 ft Conc
OP Perryville Rd ( WB) 78 2 12 24 6 129 ft Conc
123.70 123.70 OP Citrus Rd ( EB) 78 2 6 24 12 129 ft Conc
OP Citrus Rd ( WB) 78 2 12 24 6 129 ft Conc
124.20 124.20 TCS 28000
124.70 124.70 J Exit # 124 at S 303 -----
TI Cotton Lane OP ( EB) 78 0.58 1 2 12 8 153 ft Conc
TI Cotton Lane OP ( WB) 78 0.61 1 8 12 2 153 ft Conc
125.19 125.19 BR Roosevelt Irrigation District Canal ( EB) 78 2 6 24 12 282 ft Conc
BR Roosevelt Irrigation District Canal ( WB) 78 2 12 24 6 282 ft Conc
125.70 125.70 OP Sarival Ave ( EB) 78 2 6 24 12 129 ft Conc
OP Sarival Ave ( WB) 78 2 12 24 6 129 ft Conc
126.10 126.10 TCS 36000
126.69 126.69 J Exit # 126 -----
TI Estrella Pkwy OP ( EB) 78 0.58 1 2 12 8 153 ft Conc
TI Estrella Pkwy OP ( WB) 78 0.65 1 8 12 2 153 ft Conc
127.15 127.15 BR Airport Wash ( EB) 78 2 6 24 12 202 ft Conc
BR Airport Wash ( WB) 78 2 12 24 6 202 ft Conc
127.50 127.50 TCS 39000
127.68 127.68 OP Bullard Ave ( EB) 78 2 6 24 12 141 ft Conc
OP Bullard Ave ( WB) 78 2 12 24 6 141 ft Conc
128.46 128.46 OP Union Pacific RR ( Inactive) ( EB) 78 2 6 24 12 137 ft Conc
OP Union Pacific RR ( Inactive) ( WB) 78 2 12 24 6 137 ft Conc
128.69 128.69 J Exit # 128 -----
TI Litchfield Rd ( EB) 78 0.82 1 6 12 12 163 ft Conc
TI Litchfield Rd ( WB) 78 0.82 1 12 12 6 163 ft Conc
129.20 129.20 TCS 48000
129.70 129.70 J Exit # 129 -----
Printed: 3/ 21/ 00 Page: 19 MP 129.70 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 129.70 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
129.70 129.70 JB WCL Avondale
TI Dysart Rd OP ( EB) 78 0.67 1 2 12 8 163 ft Conc
TI Dysart Rd OP ( WB) 78 0.83 1 8 12 2 163 ft Conc
129.72 129.72 DH I 10 2 84 4
EB I 10 2 84 84 PCC PCC 0.27 2 4 24 10
WB I 10 2 84 84 PCC PCC 0.27 2 10 24 4
MD Var Soil Median
129.99 129.99 DH I 10 2 84 6
EB I 10 2 84 84 PCC PCC 0.21 3 8 36 10
WB I 10 2 84 84 PCC PCC 0.21 3 10 36 8
MD Var Soil Median
130.00 130.00 BR Agua Fria River ( EB) 84 3 10 36 12 1502 ft Conc
BR Agua Fria River ( WB) 84 3 12 36 10 1502 ft Conc
130.20 130.20 DH I 10 2 84 6
EB I 10 2 84 84 PCC PCC 1.94 3 8 36 10
WB I 10 2 84 84 PCC PCC 1.94 3 10 36 8
MD Var Soil Median
130.90 130.90 TCS 57500
131.68 131.68 J Exit # 131 -----
TI 115th Ave OP ( EB) 84 0.61 2 4 24 10 153 ft Conc
TI 115th Ave OP ( WB) 84 0.61 2 10 24 4 153 ft Conc
132.14 132.14 DH AC- FIR- 10- 2( 142) 6
EB AC- FIR- 10- 2( 142) 94 PCC AC 0.56 3 8 36 22
WB I 10 2 84 84 PCC PCC 0.56 3 10 36 8
MD 76 ft Soil Median
132.66 132.66 J Exit # 132
TI 107th Ave OP ( EB) 94 0.35 1 2 12 8 0 ft
TI 107th Ave OP ( WB) 94 0.28 1 8 12 2 0 ft
132.70 132.70 TCS 59500
DH I 10 2 84 6
EB I 10 2 84 84 PCC PCC 0.98 3 8 36 10
WB I 10 2 84 84 PCC PCC 0.98 3 10 36 8
MD Var Soil Median
133.68 133.68 J Exit # 133 -----
UB WUB Phoenix and WCL Tolleson
TI 99th Ave OP ( EB) 84 0.63 2 10 24 4 153 ft Conc
TI 99th Ave OP ( WB) 84 0.62 2 4 24 10 153 ft Conc
DH I 10 2 81 6
EB I 10 2 81 84 PCC PCC 1.17 3 8 36 10
WB I 10 2 81 84 PCC PCC 1.17 3 10 36 8
MD Var Soil Median
134.20 134.20 TCS 54634
Printed: 3/ 21/ 00 Page: 20 MP 134.20 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 134.67 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
134.67 134.67 J Exit # 134 -----
TI 91st Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 08"
TI 91st Ave UP ( WB) 84 0.65 2 10 24 4 16 ' - 07"
134.85 134.85 DH I 10 2 81 8
EB I 10 2 81 84 PCC PCC 0.81 4 10 48 10
WB I 10 2 81 84 PCC PCC 0.81 4 10 48 10
MD Var Soil Median
135.20 135.20 TCS 85001
135.66 135.66 J Exit # 135 -----
JB WCL Phoenix
TI 83rd Ave UP ( EB) 84 0.62 2 4 24 10 16 ' - 03"
TI 83rd Ave UP ( WB) 84 0.62 2 10 24 4 16 ' - 05"
DH I 10 2 81 8
EB I 10 2 81 84 PCC PCC 1.95 4 10 48 10
WB I 10 2 81 84 PCC PCC 1.95 4 10 48 10
MD Var Soil Median
135.80 135.80 TCS 94979
136.10 136.10 J Exit # 136A -----
TI 79th Ave UP ( EB) 89 0.28 1 4 12 12 16 ' - 04"
TI 79th Ave UP ( WB) 89 0.29 1 10 12 4 16 ' - 04"
136.20 136.20 TCS 94257
136.68 136.68 J Exit # 136B -----
TI 75th Ave UP ( EB) 84 0.65 2 4 24 10 16 ' - 05"
TI 75th Ave UP ( WB) 84 0.66 2 10 24 4 16 ' - 09"
137.20 137.20 TCS 108522
137.61 137.61 DH I 10 2 82 8
EB I 10 2 82 84 PCC PCC 1.53 4 10 48 10
WB I 10 2 82 84 PCC PCC 1.53 4 10 48 10
MD Var Soil Median
137.65 137.65 J Exit # 137 -----
TI 67th Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 03"
TI 67th Ave UP ( WB) 84 0.64 2 10 24 4 16 ' - 07"
138.10 138.10 TCS 122448
138.13 138.13 UP 63rd Ave ( EB) 84 4 10 48 10 16 ' - 07"
UP 63rd Ave ( WB) 84 4 10 48 10 16 ' - 06"
138.66 138.66 J Exit # 138 -----
TI 59th Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 04"
TI 59th Ave UP ( WB) 84 0.64 2 10 24 4 16 ' - 08"
139.10 139.10 TCS 132426
139.14 139.14 DH I 10 2 108 8
EB I 10 2 108 84 PCC PCC 1.04 4 10 48 10
Printed: 3/ 21/ 00 Page: 21 MP 139.14 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 139.14 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
139.14 139.14 WB I 10 2 108 84 PCC PCC 1.04 4 10 48 10
MD 50 ft Soil Median
139.66 139.66 J Exit # 139 -----
TI 51st Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 00"
TI 51st Ave UP ( WB) 84 0.62 2 10 24 4 16 ' - 02"
140.10 140.10 TCS 149247
140.18 140.18 DH I 10 2 109 8
EB I 10 2 109 85 PCC PCC 1.00 4 10 48 10
WB I 10 2 109 85 PCC PCC 1.00 4 10 48 10
MD 50 ft Soil Median
140.65 140.65 J Exit # 140 -----
TI 43rd Ave UP ( EB) 85 0.64 2 4 24 10 16 ' - 02"
TI 43rd Ave UP ( WB) 85 0.65 2 10 24 4 16 ' - 08"
141.10 141.10 TCS 164607
141.16 141.16 UP 39th Ave ( EB) 85 3 20 36 10 16 ' - 02"
UP 39th Ave ( WB) 85 3 10 36 20 16 ' - 06"
141.18 141.18 DH I 10 2 110 8
EB I 10 2 110 85 PCC PCC 0.51 4 10 48 10
WB I 10 2 110 85 PCC PCC 0.51 4 10 48 10
MD 50 ft Soil Median
141.68 141.68 J Exit # 141 -----
TI 35th Ave UP ( EB) 85 0.66 2 4 24 10 16 ' - 02"
TI 35th Ave UP ( WB) 85 0.62 2 10 24 4 16 ' - 06"
141.69 141.69 DH I 10 2 110 8
EB I 10 2 110 85 PCC PCC 0.36 4 10 48 10
WB I 10 2 110 85 PCC PCC 0.36 4 10 48 10
MD Var Soil Median
142.00 142.00 TCS 159659
142.05 142.05 DH I 10 2 110 9
EB I 10 2 110 85 PCC PCC 0.47 4 10 48 10
WB I 10 2 110 85 PCC PCC 0.47 5 10 60 10
MD Var Soil Median
142.15 142.15 UP 31st Ave ( EB) 85 4 10 48 10 16 ' - 05"
UP 31st Ave ( WB) 85 5 10 60 10 17 ' - 00"
142.52 142.52 DH I 10 2 117 10
EB I 10 2 117 87 PCC PCC 0.38 5 10 60 10
WB I 10 2 117 87 PCC PCC 0.38 5 10 60 10
MD Var Soil Median
142.65 142.65 J Exit # 142 -----
TI 27th Ave OP ( EB) 86 0.33 2 2 24 8 130 ft Conc
TI 27th Ave OP ( WB) 86 0.34 2 8 24 2 130 ft Conc
Printed: 3/ 21/ 00 Page: 22 MP 142.65 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 142.90 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
142.90 142.90 TCS 162586
DH I 10 2 128 8
EB I 10 2 128 89 PCC PCC 0.46 4 10 48 10
WB I 10 2 128 89 PCC PCC 0.46 4 10 48 10
MD Conc Median Barrier
143.18 143.18 J Exit # 143A -----
TI I 017 OP ( EB) 87 2.71 2 2 24 8 2783 ft Conc
TI I 017 OP ( WB) 87 3.12 2 8 24 2 2783 ft Conc
143.36 143.36 DH I 10 2 129 8
EB I 10 2 129 89 PCC PCC 0.27 4 12 48 12
WB I 10 2 129 89 PCC PCC 0.27 4 12 48 12
MD Conc Median Barrier
143.40 143.40 TCS 202622
143.63 143.63 DH I10 3 239 137 10
EB I10 3 239 137 90 PCC PCC 0.31 5 10 60 10
WB I10 3 239 137 90 PCC PCC 0.31 5 10 60 10
MD Conc Curbed Median
143.78 143.78 J Exit # 143B -----
TI 19th Ave OP ( EB) 88 0.52 2 4 24 4 164 ft Conc
TI 19th Ave OP ( WB) 88 0.33 2 4 24 2 164 ft Conc
143.94 143.94 DH I10 3 239 137 10
EB I10 3 239 137 90 PCC PCC 1.49 5 12 60 10
WB I10 3 239 137 90 PCC PCC 1.49 5 10 60 12
MD Conc Curbed Median
144.00 144.00 TCS 206729
144.40 144.40 UP Pedestrian OP ( EB) 89 5 12 60 10 17 ' - 11"
UP Pedestrian OP ( WB) 89 5 10 60 12 18 ' - 00"
144.65 144.65 J Exit # 144 -----
TI 7th Ave UP ( EB) 89 1.38 1 4 12 12 18 ' - 08"
TI 7th Ave UP ( WB) 89 0.89 1 12 12 4 16 ' - 07"
144.82 144.82 UP 5th Ave ( EB) 89 5 12 60 10 19 ' - 08"
UP 5th Ave ( WB) 89 5 10 60 12 17 ' - 00"
144.90 144.90 TCS 206753
144.94 144.94 TN 3rd Ave/ Central 89 5 12 60 10 16 ' - 02"
TN 3rd Ave/ Central 89 5 10 60 12 16 ' - 02"
144.95 144.95 J Exit 5th & 3rd Ave HOV Exit -----
145.22 145.22 TCS 229996
145.43 145.43 DH I10 3 239 137 10
EB I10 3 239 137 90 PCC PCC 0.26 5 12 60 10
WB I10 3 239 137 90 PCC PCC 0.26 5 10 60 12
MD Var Conc Curbed Median
Printed: 3/ 21/ 00 Page: 23 MP 145.43 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 145.44 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
145.44 145.44 J Exit # 145A -----
TI 3rd Street UP ( EB) 89 0.25 1 2 12 8 16 ' - 02"
TI 3rd Street UP ( WB) 89 0.25 1 8 12 2 16 ' - 02"
145.69 145.69 DH I10 3 239 186 10
EB I10 3 239 186 88 PCC PCC 1.10 5 12 60 10
WB I10 3 239 186 88 PCC PCC 1.10 5 10 60 12
MD Var Conc Curbed Median
145.94 145.94 TCS 219788
J Exit # 145B -----
TI 7th Street UP ( EB) 88 0.65 2 2 24 2 18 ' - 00"
TI 7th Street UP ( WB) 88 0.66 2 2 24 2 18 ' - 00"
146.21 146.21 UP 10th St Pedestrian OP ( EB) 88 5 12 60 10 18 ' - 02"
UP 10th St Pedestrian OP ( WB) 88 5 10 60 12 18 ' - 02"
146.43 146.43 UP 12th St ( EB) 88 5 12 60 10 16 ' - 04"
UP 12th St ( WB) 88 5 10 60 12 16 ' - 08"
146.55 146.55 TCS 239909
146.79 146.79 DH I10 3 239 186 8
EB I10 3 239 186 88 PCC PCC 1.02 4 10 48 10
WB I10 3 239 186 88 PCC PCC 1.02 4 10 48 10
MD Var Conc Curbed Median
146.96 146.96 J Exit # 146 -----
TI 16th Street UP ( EB) 88 0.26 2 2 24 6 16 ' - 05"
TI 16th Street UP ( WB) 88 0.33 2 6 24 2 16 ' - 06"
147.05 147.05 TCS 210011
147.23 147.23 UP Pedestrian OP ( EB) 88 4 10 48 10 18 ' - 01"
UP Pedestrian OP ( WB) 88 4 10 48 10 17 ' - 11"
147.37 147.37 J Exit # 147 at S 202 & S 051 -----
TI E Papago Fwy UP ( EB) 88 0.00 4 10 48 10 16 ' - 08"
TI E Papago Fwy UP ( WB) 88 0.00 4 10 48 10 16 ' - 08"
147.51 147.51 UP Roosevelt St ( EB) 88 4 10 48 10 16 ' - 03"
UP Roosevelt St ( WB) 88 4 10 48 10 16 ' - 01"
147.81 147.81 DH I 10 3 239 8
EB I 10 3 239 88 PCC PCC 2.19 4 12 48 10
WB I 10 3 239 88 PCC PCC 2.19 4 10 48 12
MD Var Soil Median
147.99 147.99 OP Van Buren St ( EB) 88 4 10 48 10 97 ft Conc
OP Van Buren St ( WB) 88 4 10 48 10 97 ft Conc
148.10 148.10 TCS 212757
148.42 148.42 J Exit # 148 -----
TI Washington St/ Jefferson St OP ( EB) 88 0.51 2 10 24 10 517 ft Conc
TI Washington St/ Jefferson St OP ( WB) 88 0.54 2 10 24 10 517 ft Conc
Printed: 3/ 21/ 00 Page: 24 MP 148.42 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 148.81 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
148.81 148.81 TCS 154205
149.21 149.21 J Exit # 149 -----
TI Sky Harbor Blvd OP ( EB) 88 0.48 2 2 24 6 425 ft Conc
TI Sky Harbor Blvd OP ( WB) 88 0.46 2 6 24 2 425 ft Conc
149.44 149.44 TCS 183359
149.59 149.59 OP Mohave St ( EB) 88 4 12 48 10 150 ft Conc
OP Mohave St ( WB) 88 4 10 48 12 150 ft Conc
149.86 149.86 J Exit # 150 -----
TI I 017 UP ( EB) 88 0.46 2 4 24 2 16 ' - 07"
TI I 017 UP ( WB) 88 0.41 2 2 24 4 16 ' - 07"
150.00 150.00 EQ MP 150.00 Back Equals 149.40 Ahead
149.40 DH I 10 3 239 12
EB I 10 3 239 88 PCC PCC 0.39 6 12 72 10
WB I 10 3 239 88 PCC PCC 0.39 6 10 72 12
MD Conc Median Barrier
150.19 149.59 TCS 219683
150.27 149.67 J Exit # 150B I 017 merge -----
TI 24th Street OP ( EB) 88 0.22 2 2 24 2 159 ft Conc
TI 24th Street OP ( WB) 88 0.22 2 2 24 2 159 ft Conc
150.39 149.79 DH I 10 3 239 12
EB I 10 3 239 88 PCC PCC 1.29 6 12 72 10
WB I 10 3 239 88 PCC PCC 1.29 6 10 72 12
MD Conc Median Barrier
150.60 150.00 TCS 207086
151.12 150.52 BR Salt River ( EB) 88 6 12 72 10 1568 ft Conc
BR Salt River ( WB) 88 6 10 72 12 1568 ft Conc
151.68 151.08 DH I 10 3 239 10
EB I 10 3 239 88 PCC PCC 0.89 5 10 60 12
WB I 10 3 239 88 PCC PCC 0.89 5 12 60 10
MD Conc Median Barrier
151.78 151.18 J Exit # 151 -----
TI University Dr ( EB) 89 0.36 2 8 24 2 17 ' - 02"
TI University Dr ( WB) 89 0.36 2 2 24 8 19 ' - 01"
152.10 151.50 TCS 220207
152.57 151.97 DH I10 3 198 312 52 10
EB I10 3 198 312 52 90 PCC PCC 1.13 5 4 60 12
WB I10 3 198 312 52 90 PCC PCC 1.13 5 12 60 4
MD Conc Median Barrier
152.70 152.10 J Exit # 152 -----
TI 40th Street UP ( EB) 90 1.13 2 2 24 2 16 ' - 06"
TI 40th Street UP ( WB) 90 0.98 2 2 24 2 16 ' - 06"
Printed: 3/ 21/ 00 Page: 25 MP 152.10 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 152.60 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
153.20 152.60 TCS 199992
153.70 153.10 J Exit # 153A at S 143 Hohokam Fwy -----
JB WCL Tempe
TI 48th Street UP ( EB) 90 0.48 2 2 24 2 16 ' - 11"
UP 48th St ( WB) 90 5 12 60 4 17 ' - 00"
DH I10 3 198 312 52 10
EB I10 3 198 312 52 90 PCC PCC 0.32 5 4 60 12
WB I10 3 198 312 52 90 PCC PCC 0.32 5 12 60 4
MD Conc Median Barrier
153.80 153.20 TCS 234359
154.02 153.42 DH I10 3 260 312 54 11
EB I10 3 260 312 54 90 PCC PCC 0.18 4 13 48 10
WB I10 3 260 312 54 90 PCC PCC 0.18 7 10 84 13
MD Conc Median Barrier
154.07 153.47 J Exit # 153B -----
TI Broadway Rd UP ( EB) 90 0.73 2 8 24 8 16 ' - 10"
TI Broadway Rd UP ( WB) 90 0.55 2 8 24 8 16 ' - 05"
154.20 153.60 DH I10 3 260 312 54 10
EB I10 3 260 312 54 90 PCC PCC 0.44 5 13 60 12
WB I10 3 260 312 54 90 PCC PCC 0.44 5 23 60 13
MD Conc Median Barrier
154.64 154.04 DH I 10 3 54 8
EB I 10 3 54 68 PCC MBH 0.58 4 2 48 10
WB I 10 3 54 68 PCC MBH 0.58 4 10 48 2
MD Conc Median Barrier
154.65 154.05 SC MP 154.05 - 154.43 Striped as 7 Lanes EB, 6 Lanes WB Per Video Log ( 97)
154.70 154.10 TCS 222433
155.03 154.43 SC MP 154.43 - 154.61 Striped as 4 Lanes EB, 6 Lanes WB Per Video Log ( 97)
155.21 154.61 SC MP 154.61 - 154.77 Striped as 4 Lanes EB, 7 Lanes WB Per Video Log ( 97)
155.22 154.62 OP Southern Ave ( EB) 66 3 4 36 10 139 ft Conc
OP Southern Ave ( WB) 66 3 10 36 4 139 ft Conc
DH I 10 3 54 6
EB I 10 3 54 68 PCC MBH 0.13 3 4 36 10
WB I 10 3 54 68 PCC MBH 0.13 3 10 36 4
MD Var Soil Median
155.35 154.75 DH I 10 3 54 4
EB I 10 3 54 68 PCC MBH 0.02 2 4 24 10
WB I 10 3 54 68 PCC MBH 0.02 2 10 24 4
MD Var Soil Median
155.37 154.77 DH NH- 10- 3( 317) 8
EB NH- 10- 3( 317) 97 PCC PCC 0.47 4 14 52 12
WB NH- 10- 3( 317) 97 PCC PCC 0.47 4 12 52 14
Printed: 3/ 21/ 00 Page: 26 MP 154.77 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 154.77 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
155.37 154.77 MD Conc Median Barrier
155.50 154.90 J Exit # 154 at U 060 E -----
TI Superstition Frwy UP ( EB) 68 1.01 1 2 12 8 16 ' - 03"
155.52 154.92 TI Superstition Frwy UP ( WB) 68 0.86 1 8 12 2 16 ' - 11"
155.61 155.01 BR Western Canal ( EB) 31 ft Conc
UP EB I 010 to EB U 060 Ramp ( EB) 0 ' - 00"
BR Western Canal ( WB) 31 ft Conc
155.62 155.02 UP EB I 010 to EB U 060 Ramp ( WB) 0'
155.80 155.20 TCS 117787
155.84 155.24 DH NH- 10- 3( 317) 8
EB NH- 10- 3( 317) 97 PCC PCC 0.56 4 14 52 24
WB NH- 10- 3( 317) 97 PCC PCC 0.56 4 12 52 14
MD Conc Median Barrier
156.24 155.64 J Exit # 155 -----
JB NCL Guadalupe
TI Baseline Rd OP ( EB) 65 0.91 1 2 12 8 162 ft Conc
TI Baseline Rd OP ( WB) 65 0.72 1 8 12 2 162 ft Conc
156.40 155.80 DH NH- 10- 3( 317) 10
EB NH- 10- 3( 317) 97 PCC PCC 0.22 5 14 64 12
WB NH- 10- 3( 317) 97 PCC PCC 0.22 5 12 64 14
MD Conc Median Barrier
156.62 156.02 DH AC- NH- 10- 3( 322) 10
EB AC- NH- 10- 3( 322) 97 PCC PCC 0.49 5 12 64 12
WB AC- NH- 10- 3( 322) 97 PCC PCC 0.49 5 12 64 12
MD Conc Median Barrier
157.11 156.51 DH AC- NH- 10- 3( 322) 10
EB AC- NH- 10- 3( 322) 97 PCC PCC 0.26 5 6 60 9
WB AC- NH- 10- 3( 322) 97 PCC PCC 0.26 5 9 60 6
MD Conc Median Barrier
157.23 156.63 UP Guadalupe Rd ( EB) 67 2 4 24 10 18 ' - 04"
UP Guadalupe Rd ( WB) 67 2 10 24 4 16 ' - 03"
157.37 156.77 DH AC- NH- 10- 3( 322) 10
EB AC- NH- 10- 3( 322) 97 PCC PCC 0.58 5 12 64 12
WB AC- NH- 10- 3( 322) 97 PCC PCC 0.58 5 12 64 12
MD Conc Median Barrier
157.50 156.90 JB NCL Tempe
157.70 157.10 TCS 132296
157.95 157.35 DH AC- NH- 10- 3( 322) 8
EB AC- NH- 10- 3( 322) 97 PCC PCC 2.22 4 12 52 12
WB AC- NH- 10- 3( 322) 97 PCC PCC 2.22 4 12 52 12
MD Conc Median Barrier
Printed: 3/ 21/ 00 Page: 27 MP 157.35 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 157.74 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
158.34 157.74 J Exit # 157 -----
TI Elliot Rd UP ( EB) 72 0.60 1 2 12 8 16 ' - 06"
TI Elliot Rd UP ( WB) 72 0.53 1 8 12 2 16 ' - 04"
159.00 158.40 TCS 116275
159.29 158.69 J Exit # 158 -----
TI Warner Rd UP ( EB) 86 0.56 1 2 12 8 16 ' - 08"
TI Warner Rd UP ( WB) 86 0.61 1 8 12 2 16 ' - 07"
159.79 159.19 JB NCL Chandler Elev 1213
159.90 159.30 TCS 95718
160.17 159.57 DH AC- NH- 10- 3( 322) 7
EB AC- NH- 10- 3( 322) 97 PCC PCC 0.50 3 28 36 12
WB AC- NH- 10- 3( 322) 97 PCC PCC 0.50 4 12 52 12
MD Conc Median Barrier
160.30 159.70 J Exit # 159 -----
TI Ray Rd UP ( EB) 86 0.68 1 2 12 8 17 ' - 00"
TI Ray Rd UP ( WB) 86 0.56 1 8 12 2 16 ' - 07"
160.67 160.07 DH AC- NH- 10- 3( 322) 6
EB AC- NH- 10- 3( 322) 97 PCC PCC 0.18 3 28 36 12
WB AC- NH- 10- 3( 322) 97 PCC PCC 0.18 3 12 36 28
MD Conc Median Barrier
160.85 160.25 DH AC- NH- 10- 3( 322) 6
EB AC- NH- 10- 3( 322) 97 AC AC 0.14 3 4 36 10
WB AC- NH- 10- 3( 322) 97 AC AC 0.14 3 10 36 4
MD Var Soil Median
160.90 160.30 TCS 86928
160.99 160.39 DH AC- NH- 10- 3( 322) 4
EB AC- NH- 10- 3( 322) 97 AC AC 0.20 2 4 24 10
WB AC- NH- 10- 3( 322) 97 AC AC 0.20 2 10 24 4
MD Var Soil Median
161.19 160.59 DH I10 3 178 56 4
EB I10 3 178 56 84 AC MBH 0.01 2 4 24 10
WB I10 3 178 56 84 AC MBH 0.01 2 10 24 4
MD Var Soil Median
161.20 160.60 DH I10 3 142 69 4
EB I10 3 142 69 83 AC MBH 0.25 2 4 24 10
WB I10 3 69 68 AC MBH 0.25 2 10 24 4
MD Var Soil Median
161.45 160.85 DH I10 3 142 69 4
EB I10 3 142 69 83 AC MBH 0.83 2 4 24 10
WB I10 3 69 68 AC MBH 0.83 2 10 24 4
MD Var Soil Median
Printed: 3/ 21/ 00 Page: 28 MP 160.85 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 160.89 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
161.49 160.89 J Exit # 160 -----
TI Chandler Blvd ( EB) 67 0.73 1 2 12 8 16 ' - 03"
TI Chandler Blvd ( WB) 67 0.73 1 8 12 2 16 ' - 04"
162.10 161.50 TCS 59509
162.28 161.68 UB SUB Phoenix
JB Enter Gila River IR
DH I10 3 142 69 4
EB I10 3 142 69 83 AC MBH 0.71 2 4 24 10
WB I10 3 69 68 AC MBH 0.71 2 10 24 4
MD Var Soil Median
162.98 162.38 J Exit # 162 A/ B -----
TI Maricopa Rd UP ( EB) 67 1.53 1 2 12 8 16 ' - 03"
TI Maricopa Rd UP ( QB) 67 0.85 1 8 12 2 16 ' - 06"
162.99 162.39 DH I10 3 142 69 4
EB I10 3 142 69 83 AC MBH 4.71 2 2 24 10
WB I10 3 69 68 AC MBH 4.71 2 10 24 4
MD Var Soil Median
163.60 163.00 TCS 53456
165.10 164.50 J Exit # 164 at S 347 -----
TI Queen Creek Rd UP ( EB) 91 0.90 2 2 24 2 16 ' - 10"
TI Queen Creek Rd UP ( WB) 91 0.86 2 2 24 2 17 ' - 00"
165.50 164.90 TCS 43907
167.70 167.10 DH I 10 3 264 69 4
EB I 10 3 264 69 90 AC MBH 1.58 2 4 24 10
WB I 10 3 264 69 90 AC MBH 1.58 2 10 24 4
MD Var Soil Median
168.07 167.47 J Exit # 167 -----
TI Riggs Rd UP ( EB) 67 0.85 1 2 12 8 16 ' - 03"
TI Riggs Rd UP ( WB) 67 0.85 1 8 12 2 16 ' - 02"
169.28 168.68 JB Pinal County
DH I 10 3 264 57 4
EB I 10 3 264 57 90 AC MBH 4.22 2 4 24 10
WB I 10 3 264 57 90 AC MBH 4.22 2 10 24 4
MD Var Soil Median
170.45 169.85 UP Goodyear Rd ( EB) 66 2 4 24 10 16 ' - 00"
UP Goodyear Rd ( WB) 66 2 10 24 4 16 ' - 02"
172.20 171.60 TCS 37907
173.50 172.90 DH IM- 10- 3( 351) 4
EB I 10 3 264 57 90 AC MBH 0.09 2 4 24 10
WB IM- 10- 3( 351) 98 AC AC 0.09 2 10 25 4
MD Var Soil Median
Printed: 3/ 21/ 00 Page: 29 MP 172.90 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 172.99 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
173.59 172.99 DH I 10 3 264 57 4
EB I 10 3 264 57 90 AC MBH 0.41 2 4 24 10
WB I 10 3 264 57 90 AC MBH 0.41 2 10 24 4
MD Var Soil Median
173.72 173.12 BR Gila River ( EB) 98 2 3 24 3 1337 ft Conc
BR Gila River ( WB) 98 2 3 24 3 1337 ft Conc
174.00 173.40 DH IM- 10- 3( 271) 4
EB IM- 10- 3( 271) 95 AC AC 2.39 2 4 24 10
WB IM- 10- 3( 271) 95 AC AC 2.39 2 10 24 4
MD 76 ft Soil Median
175.23 174.63 UP Nelson Rd ( EB) 67 2 4 24 10 16 ' - 00"
UP Nelson Rd ( WB) 67 2 10 24 4 15 ' - 11"
176.39 175.79 DH I10 3 228 163 57 4
EB I10 3 228 57 88 AC MBH 0.03 2 4 24 10
WB I10 3 163 57 85 AC MBH 0.03 2 10 24 4
MD Var Soil Median
176.41 175.81 J Exit # 175 at S 587 N -----
TI Casa Blanca Rd ( EB) 67 0.96 1 2 12 8 16 ' - 01"
TI Casa Blanca Rd ( WB) 67 0.74 1 8 12 2 16 ' - 01"
176.42 175.82 DH I10 3 228 163 57 4
EB I10 3 228 57 88 AC MBH 0.13 2 4 24 10
WB I10 3 163 57 85 AC MBH 0.13 2 10 24 4
MD Var Soil Median
176.55 175.95 DH I10 3 228 163 58 4
EB I10 3 228 58 88 AC MBH 2.05 2 4 24 10
WB I10 3 163 58 85 AC MBH 2.05 2 10 24 4
MD Var Soil Median
178.36 177.76 UP Gas Line Rd ( EB) 67 2 4 24 10 16 ' - 00"
UP Gas Line Rd ( WB) 67 2 10 24 4 16 ' - 02"
178.60 178.00 DH I10 3 242 163 58 4
EB I10 3 242 58 89 AC MBH 7.00 2 4 24 10
WB I10 3 163 58 85 AC MBH 7.00 2 10 24 4
MD Var Soil Median
179.50 178.90 TCS 41122
179.99 179.39 UP Seed Farm Rd ( EB) 67 2 4 24 10 16 ' - 03"
UP Seed Farm Rd ( WB) 67 2 10 24 4 16 ' - 01"
182.04 181.44 UP Dirk Lay Rd ( EB) 67 2 4 24 10 16 ' - 02"
UP Dirk Lay Rd ( WB) 67 2 10 24 4 16 ' - 09"
182.41 181.81 RA Sacaton Rest Areas 1.19 1 2 12 8
185.60 185.00 DH I10 3 230 191 58 4
EB I10 3 191 85 AC MBH 1.06 2 4 24 10
Printed: 3/ 21/ 00 Page: 30 MP 185.00 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 185.00 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
185.60 185.00 WB I10 3 230 58 88 AC MBH 1.06 2 10 24 4
MD Var Soil Median
185.86 185.26 J Exit # 185 at S 387 -----
TI S 387 UP ( EB) 67 0.72 1 2 12 8 16 ' - 07"
TI S 387 UP ( WB) 67 0.79 1 8 12 2 16 ' - 06"
186.66 186.06 JB Leave Gila River IR
DH I10 3 230 191 58 4
EB I10 3 191 58 85 AC MBH 7.74 2 4 24 10
WB I10 3 230 58 88 AC MBH 7.74 2 10 24 4
MD Var Soil Median
188.60 188.00 TCS 34500
188.80 188.20 UP Val Vista Blvd ( EB) 68 2 4 24 10 16 ' - 10"
UP Val Vista Blvd ( WB) 68 2 10 24 4 16 ' - 04"
191.25 190.65 J Exit # 190 -----
TI Mc Cartney UP ( EB) 68 0.73 1 2 12 8 16 ' - 11"
TI Mc Cartney UP ( WB) 68 0.73 1 8 12 2 16 ' - 05"
193.40 192.80 TCS 31312
194.40 193.80 DH I10 3 230 191 58 4
EB I10 3 191 58 85 AC MBH 1.20 2 4 24 10
WB I10 3 230 58 88 AC MBH 1.20 2 10 24 4
MD Var Soil Median
194.48 193.88 UB NUB Casa Grande Elev 1405
UP Storey Rd ( EB) 68 2 4 24 10 16 ' - 01"
UP Storey Rd ( WB) 68 2 10 24 4 16 ' - 04"
195.50 194.90 J Exit # 194 at S 287 -----
TI Florence Blvd ( EB) 66 0.68 1 2 12 8 16 ' - 04"
TI Florence Blvd ( WB) 66 0.71 1 8 12 2 16 ' - 01"
195.60 195.00 DH I10 3 232 230 59 4
EB I10 3 232 59 89 AC MBH 0.17 2 4 24 10
WB I10 3 230 59 88 AC MBH 0.17 2 10 24 4
MD Var Soil Median
195.77 195.17 DH I10 3 232 59 4
EB I10 3 232 59 89 AC MBH 2.36 2 4 24 10
WB I10 3 232 59 89 AC MBH 2.36 2 10 24 4
MD Var Soil Median
196.50 195.90 UP Earley Rd ( EB) 66 2 4 24 10 16 ' - 01"
UP Earley Rd ( WB) 66 2 10 24 4 16 ' - 02"
197.10 196.50 TCS 33905
197.51 196.91 UP Selma Hwy ( EB) 66 2 4 24 10 16 ' - 01"
UP Selma Hwy ( WB) 66 2 10 24 4 16 ' - 03"
198.13 197.53 DH I10 3 232 55 49 4
Printed: 3/ 21/ 00 Page: 31 MP 197.53 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 197.53 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
198.13 197.53 EB I10 3 232 55 49 89 AC MBH 2.24 2 4 24 10
WB I10 3 232 55 49 89 AC MBH 2.24 2 10 24 4
MD Var Soil Median
198.65 198.05 J Exit # 198 at S 084 -----
TI S 084 OP ( EB) 66 1.37 1 2 12 10 503 ft Conc
198.66 198.06 TI S 084 OP ( WB) 66 0.91 1 10 12 2 503 ft Conc
199.20 198.60 TCS 33289
199.68 199.08 J Exit # 199 at I 008 W -----
TI Arizola UP ( EB) 66 0.88 1 2 12 8 16 ' - 01"
TI Arizola UP ( WB) 66 1.05 1 8 12 2 16 ' - 01"
200.09 199.49 UB SUB Casa Grande & NUB Eloy
JB SCL Casa Grande
200.20 199.60 TCS 40740
200.37 199.77 DH I10 4 232 3 48 4
EB I10 4 232 3 48 89 AC MBH 0.12 2 4 24 10
WB I10 4 232 3 48 89 AC MBH 0.12 2 10 24 4
MD 76 ft Soil Median
200.49 199.89 DH I10 4 232 48 4
EB I10 4 232 48 89 AC MBH 0.12 2 4 24 10
WB I10 4 232 48 89 AC MBH 0.12 2 10 24 4
MD 76 ft Soil Median
200.61 200.01 DH I 10 4 99 48 4
EB I 10 4 99 48 90 AC MBH 2.45 2 4 24 10
WB I 10 4 99 48 90 AC MBH 2.45 2 10 24 4
MD 76 ft Soil Median
200.72 200.12 J Exit # 200 -----
JB NCL Eloy Elev 1565
TI Sunland Gin UP ( EB) 66 0.58 1 4 14 8 16 ' - 03"
TI Sunland Gin UP ( WB) 66 0.54 1 8 14 4 16 ' - 04"
202.60 202.00 TCS 35259
203.06 202.46 DH I 10 4 99 48 4
EB I 10 4 99 48 90 AC MBH 0.50 2 4 24 10
WB I 10 4 99 48 90 AC MBH 0.50 2 10 24 4
MD 76 ft Soil Median
203.56 202.96 DH I 10 4 99 48 4
EB I 10 4 99 48 90 AC MBH 0.88 2 4 24 10
WB I 10 4 99 48 90 AC MBH 0.88 2 10 24 4
MD 76 ft Soil Median
204.44 203.84 J Exit # 203 -----
TI Toltec UP ( EB) 89 0.89 1 2 12 8 17 ' - 07"
TI Toltec UP ( WB) 89 0.91 1 8 12 2 16 ' - 04"
Printed: 3/ 21/ 00 Page: 32 MP 203.84 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 203.84 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
204.44 203.84 DH I 10 4 99 48 4
EB I 10 4 99 48 90 AC MBH 3.71 2 4 24 10
WB I 10 4 99 48 90 AC MBH 3.71 2 10 24 4
MD 76 ft Soil Median
206.05 205.45 UP Battaglia ( EB) 64 2 4 24 10 16 ' - 00"
UP Battaglia ( WB) 64 2 10 24 4 15 ' - 10"
206.90 206.30 TCS 35471
207.74 207.14 UP Alsdorf ( EB) 65 2 4 24 10 16 ' - 06"
UP Alsdorf ( WB) 65 2 10 24 4 16 ' - 02"
208.15 207.55 DH I 10 4 99 48 4
EB I 10 4 99 48 90 AC MBH 0.45 2 4 24 10
WB I 10 4 99 48 90 AC MBH 0.45 2 10 24 4
MD 76 ft Soil Median
208.60 208.00 DH I10 4 84 48 4
EB I10 4 84 48 84 AC MBH 3.51 2 4 24 10
WB I10 4 84 48 84 AC MBH 3.51 2 10 24 4
MD 76 ft Soil Median
209.39 208.79 J Exit # 208 -----
TI Sunshine Blvd UP ( EB) 65 0.45 1 2 12 4 16 ' - 01"
TI Sunshine Blvd UP ( WB) 65 0.51 1 4 12 2 16 ' - 06"
209.80 209.20 TCS 33685
210.49 209.89 UB EUB ECL Eloy
211.57 210.97 J Exit # 211A at S 084 W -----
TI S 084 OP ( EB) 67 0.66 1 2 12 8 137 ft Conc
TI S 084 OP ( WB) 67 1.22 1 8 12 2 137 ft Conc
211.93 211.33 FR Two Way Frontage Rd Right 1.45 2 0 24 0
FR Two Way Frontage Rd Left 1.26 2 0 24 0
211.94 211.34 OP 5th St ( EB) 67 2 4 24 10 91 ft Conc
OP 5th St ( WB) 67 2 10 24 4 91 ft Conc
212.11 211.51 DH I10 4 84 75 40 4
EB I10 4 84 75 40 84 AC MBH 1.27 2 4 24 10
WB I10 4 84 75 40 84 AC MBH 1.27 2 10 24 4
MD 76 ft Soil Median
212.20 211.60 TCS 36839
212.81 212.21 J Exit # 212 -----
TI Picacho OP ( EB) 64 0.26 1 2 12 8 97 ft Conc
TI Picacho OP ( WB) 64 0.29 1 8 12 2 97 ft Conc
213.38 212.78 DH I10 4 86 48 4
EB I10 4 86 48 84 AC MBH 8.64 2 4 24 10
WB I10 4 86 48 84 AC MBH 8.64 2 10 24 4
MD Var Soil Median
Printed: 3/ 21/ 00 Page: 33 MP 212.78 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 212.78 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
213.38 212.78 FR Two Way Frontage Rd Right MBH 7.63 2 1 24 1
FR Two Way Frontage Rd Left MBH 8.64 2 1 24 1
217.10 216.50 TCS 32429
217.38 216.78 RA Picacho Peak Rest Area ( EB) 0.41 1 2 12 8
220.43 219.83 J Exit # 219 -----
TI Picacho Peak OP ( EB) 60 0.56 1 1 12 0 29 ft Conc
TI Picacho Peak OP ( WB) 60 0.59 1 0 12 1 29 ft Conc
222.02 221.42 DH I10 4 86 66 13 F 94 17 4
EB I10 4 86 66 13 85 AC MBH 4.59 2 4 24 10
WB I10 4 86 F9 417 85 AC MBH 4.59 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Right 0.48 2 0 24 0
FR Two Way Frontage Rd Left MBH 10.96 2 1 24 1
223.40 222.80 TCS 32703
226.61 226.01 DH I10 4 86 66 13 F 94 17 4
EB I10 4 86 66 13 85 AC MBH 5.74 2 2 24 10
WB I10 4 86 F9 417 85 AC MBH 5.74 2 10 24 4
MD 76 ft Soil Median
227.04 226.44 J Exit # 226 -----
TI Red Rock UP ( EB) 60 0.59 1 2 12 2 16 ' - 04"
TI Red Rock UP ( WB) 60 0.49 1 2 12 2 16 ' - 01"
229.90 229.30 TCS 33000
232.35 231.75 DH IM- 10- 4( 130) 4
EB IM- 10- 4( 130) 95 AC AC 5.25 2 4 24 10
WB IM- 10- 4( 130) 95 AC AC 5.25 2 10 24 4
MD 76 ft Soil Median
232.62 232.02 J Exit # 232 -----
TI Pinal Airpark Rd ( EB) 63 1.00 1 2 12 2 17 ' - 00"
TI Pinal Airpark Rd ( WB) 63 0.97 1 2 12 2 16 ' - 01"
232.98 232.38 JB Pima County
JB NCL Marana Elev 2000
FR Two Way Frontage Rd Left 1.86 2 0 20 0
234.24 233.64 FR Two Way Frontage Rd Right MBH 0.60 2 1 24 1
234.80 234.20 TCS 33290
234.84 234.24 FR Two Way Frontage Rd Right G 2.19 2 2 20 2
FR Two Way Frontage Rd Left G 1.67 2 2 20 2
236.51 235.91 FR Two Way Frontage Rd Left G 1.04 2 2 20 2
237.02 236.42 J Exit # 236 -----
TI Marana OP ( EB) 63 1.61 1 2 12 2 127 ft Conc
TI Marana OP ( WB) 63 0.37 1 8 12 2 127 ft Conc
Printed: 3/ 21/ 00 Page: 34 MP 236.42 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 236.95 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
237.55 236.95 FR Two Way Frontage Rd Left G 1.10 2 2 20 2
237.60 237.00 DH IR- 10- 4( 118) 4
EB IR- 10- 4( 118) 92 AC AC 7.00 2 4 24 10
WB IR- 10- 4( 118) 92 AC AC 7.00 2 10 24 4
MD 76 ft Soil Median
237.80 237.20 TCS 38737
238.65 238.05 FR Two Way Frontage Rd Left G 1.00 2 2 20 2
239.65 239.05 FR One Way Frontage Rd Left MBH 4.28 1 4 12 4
240.51 239.91 FR Two Way Frontage Rd Right MBH 4.09 2 1 24 1
241.02 240.42 J Exit # 240 E -----
TI Tangerine OP ( EB) 67 0.66 1 2 12 6 127 ft Conc
TI Tangerine OP ( WB) 67 0.48 1 6 12 2 127 ft Conc
242.40 241.80 TCS 40548
242.69 242.09 OP Arizona Portland Cement RR ( EB) 67 2 4 24 10 160 ft Steel
OP Arizona Portland Cement RR ( WB) 67 2 10 24 4 160 ft Steel
243.55 242.95 J Exit # 242 -----
TI Avra Valley OP ( EB) 67 0.60 1 2 12 8 127 ft Conc
TI Avra Valley OP ( WB) 67 0.50 1 8 12 2 127 ft Conc
243.93 243.33 OP American Smelting & Refining RR ( EB) 67 2 4 24 10 159 ft Steel
OP American Smelting & Refining RR ( WB) 67 2 10 24 4 159 ft Steel
FR Two Way Frontage Rd Left 0.67 2 0 20 0
244.00 243.40 TCS 37869
244.60 244.00 DH I10 4 98 68 34 4
EB I10 4 98 68 34 90 AC MBH 4.33 2 4 24 10
WB I10 4 98 68 34 90 AC MBH 4.33 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Right MBH 4.33 2 1 24 1
FR Two Way Frontage Rd Left MBH 4.33 2 1 24 1
247.33 246.73 J Exit # 246 -----
TI Cortaro Rd OP ( EB) 65 0.65 1 2 12 8 127 ft Conc
TI Cortaro Rd OP ( WB) 65 0.64 1 8 12 2 127 ft Conc
248.50 247.90 TCS 57000
248.93 248.33 DH I10 4 98 68 32 4
EB I10 4 98 68 32 90 AC MBH 0.47 2 4 24 10
WB I10 4 98 68 32 90 AC MBH 0.47 2 10 24 2
MD Var Soil Median
FR Two Way Frontage Rd Right MBH 1.17 2 1 24 1
FR One Way Frontage Rd Left MBH 1.41 1 4 12 4
249.32 248.72 J Exit # 248 -----
TI Ina Rd OP ( EB) 65 0.60 1 2 12 8 170 ft Conc
TI Ina Rd OP ( WB) 65 0.45 1 8 12 2 170 ft Conc
Printed: 3/ 21/ 00 Page: 35 MP 248.72 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 248.72 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
249.40 248.80 DH AC- NH- 10- 4( 122) 6
EB AC- NH- 10- 4( 122) 96 AC AC 6.04 3 10 36 10
WB AC- NH- 10- 4( 122) 96 AC AC 6.04 3 10 36 10
MD Var Soil Median
250.10 249.50 TCS 64514
250.17 249.57 BR Canada Del Oro ( EB) 65 2 8 24 10 343 ft Conc
BR Canada Del Oro ( WB) 53 2 10 24 8 343 ft Conc
250.64 250.04 J Exit # 250 -----
TI Orange Grove Rd ( EB) 65 0.58 1 2 12 8 139 ft Conc
TI Orange Grove Rd ( WB) 65 0.59 1 8 12 2 139 ft Conc
FR Two Way Frontage Rd Left MBH 3.55 2 1 24 1
250.95 250.35 UB NUB Tucson Elev 2410
251.20 250.60 TCS 89000
251.26 250.66 BR Rillito Creek ( EB) 53 2 8 24 12 343 ft Conc
BR Rillito Creek ( WB) 65 2 12 24 8 343 ft Conc
251.32 250.72 JB SCL Marana
251.65 251.05 FR One Way Frontage Rd Left MBH 2.54 2 1 24 1
251.78 251.18 J Exit # 251 -----
TI Sunset Rd OP ( EB) 65 0.31 1 2 12 8 127 ft Conc
TI Sunset Rd OP ( WB) 65 0.41 1 8 12 2 127 ft Conc
FR Two Way Frontage Rd Right MBH 1.23 2 1 24 1
252.50 251.90 TCS 80292
253.03 252.43 J Exit # 252 -----
TI Camino De Cerro ( EB) 65 0.24 1 2 12 8 179 ft Conc
TI Camino De Cerro ( WB) 65 0.16 1 8 12 2 196 ft Conc
254.00 253.40 TCS 93421
254.27 253.67 UB NUB NCL Tucson
254.82 254.22 FR One Way Frontage Rd Right PCC 0.69 2 8 24 8
FR One Way Frontage Rd Left PCC 1.45 2 8 24 8
254.90 254.30 J Exit # 254 -----
TI Prince Rd OP ( EB) 65 0.90 1 2 12 8 127 ft Conc
TI Prince Rd OP ( WB) 65 0.96 1 8 12 2 127 ft Conc
255.34 254.74 FR One Way Frontage Rd Right MBL 0.63 2 6 24 6
FR Two Way Frontage Rd Left MBL 1.01 2 6 24 6
255.40 254.80 TCS 106917
255.44 254.84 DH IM- 10- 4( 145) 6
EB IM- 10- 4( 145) 96 AC AC 0.48 3 8 36 10
WB IM- 10- 4( 145) 96 AC AC 0.48 3 10 36 8
MD 24 ft Soil Median
Printed: 3/ 21/ 00 Page: 36 MP 254.84 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 255.26 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
255.86 255.26 J Exit # 255 at S 077 N -----
TI Miracle Mile ( EB) 60 0.78 1 2 12 8 16 ' - 01"
TI Miracle Mile ( WB) 60 0.77 1 8 12 2 16 ' - 06"
255.92 255.32 DH IM- 10- 4( 145) 6
EB IM- 10- 4( 145) 96 AC AC 4.25 3 6 36 10
WB IM- 10- 4( 145) 96 AC AC 4.25 3 10 36 6
MD Median Barrier
256.30 255.70 TCS 115871
256.78 256.18 J Exit # 256 -----
TI Grant Rd OP ( EB) 62 0.64 1 2 12 8 125 ft Conc
TI Grant Rd OP ( WB) 62 0.57 1 8 12 2 125 ft Conc
257.00 256.40 TCS 110739
257.88 257.28 J Exit # 257 -----
257.91 257.31 TI Speedway Blvd OP ( EB) 59 0.52 1 2 12 8 84 ft Conc
TI Speedway Blvd OP ( WB) 59 0.51 1 8 12 2 84 ft Conc
FR One Way Frontage Rd Right 0.33 2 0 24 0
FR One Way Frontage Rd Right AC 2.35 2 24
FR One Way Frontage Rd Left AC 2.04 2 24
258.10 257.50 TCS 131672
258.35 257.75 J Exit # 257A -----
TI St Marys OP ( EB) 59 0.46 1 2 12 8 106 ft Conc
TI St Marys OP ( WB) 59 0.46 1 8 12 2 106 ft Conc
FR One Way Frontage Rd Right 0.45 2 0 24 0
FR One Way Frontage Rd Left 0.54 2 0 24 0
258.60 258.00 TCS 134305
258.96 258.36 J Exit # 258 -----
TI Congress Street OP ( EB) 60 0.75 1 2 12 8 114 ft Conc
TI Congress Street OP ( WB) 60 0.76 1 8 12 2 114 ft Conc
FR One Way Frontage Rd Right MBH 1.26 2 2 24 2
FR One Way Frontage Rd Left MBH 1.26 2 2 24 2
259.25 258.65 OP Granada Ave ( EB) 61 3 4 36 12 87 ft Conc
OP Granada Ave ( WB) 61 3 12 36 4 87 ft Conc
259.40 258.80 TCS 126405
259.93 259.33 J Exit # 259 -----
TI 22nd Street OP ( EB) 61 0.44 1 2 12 8 104 ft Conc
TI 22nd Street OP ( WB) 61 0.40 1 8 12 2 104 ft Conc
FR One Way Frontage Rd Right MBH 0.30 2 1 24 1
260.17 259.57 DH IM- 10- 4( 145) 8
EB IM- 10- 4( 145) 96 AC AC 0.35 4 6 48 10
WB IM- 10- 4( 145) 96 AC AC 0.35 4 10 48 6
MD Median Barrier
Printed: 3/ 21/ 00 Page: 37 MP 259.57 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 259.70 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
260.30 259.70 TCS 110604
260.44 259.84 OP 29th St ( EB) 63 4 1 48 1 111 ft Conc
OP 29th St ( WB) 63 3 10 36 4 111 ft Conc
260.52 259.92 DH IM- 10- 4( 145) 6
EB IM- 10- 4( 145) 96 AC AC 0.36 4 1 48 10
WB IM- 10- 4( 145) 96 AC AC 0.36 2 10 24 1
MD Median Barrier
260.69 260.09 JB Temp Leave Tucson Enter South Tucson
260.88 260.28 DH I10 4 54 78 22 6
EB I10 4 54 78 22 91 PCC PCC 0.15 3 12 36 10
WB I10 4 54 78 22 91 PCC PCC 0.15 3 10 36 12
MD Conc Median Barrier
260.96 260.36 J Exit # 260 at I 019 S -----
TI I 019 UP ( EB) 63 0.98 2 8 24 4 16 ' - 09"
TI I 019 UP ( WB) 63 0.27 2 4 24 8 16 ' - 07"
261.03 260.43 DH I 10 4 54 22 6
EB I 10 4 54 22 91 PCC PCC 0.12 3 12 36 10
WB I 10 4 54 22 91 PCC PCC 0.12 3 10 36 12
MD Conc Median Barrier
261.15 260.55 DH I 10 5 54 28 6
EB I 10 5 54 28 91 PCC PCC 0.44 3 12 36 10
WB I 10 5 54 28 91 PCC PCC 0.44 3 10 36 12
MD Conc Median Barrier
261.17 260.57 OP 10th Ave ( EB) 91 3 12 36 10 303 ft Conc
OP 10th Ave ( WB) 91 3 10 36 12 318 ft Conc
261.20 260.60 TCS 96120
261.33 260.73 JB Re- enter Tucson
261.59 260.99 J Exit # 261 at SB 019 S -----
TI 6th Ave UP ( EB) 91 0.31 2 2 24 2 16 ' - 10"
TI 6th Ave UP ( WB) 91 0.91 2 2 24 2 16 ' - 10"
DH I 10 5 54 28 6
EB I 10 5 54 28 91 PCC PCC 1.42 3 12 36 10
WB I 10 5 54 28 91 PCC PCC 1.42 3 10 36 12
MD Conc Median Barrier
FR One Way Frontage Rd Right MBH 0.74 2 2 24 2
FR One Way Frontage Rd Left MBH 0.74 2 2 24 2
261.70 261.10 TCS 65836
261.84 261.24 J Fourth Ave Slip Ramps -----
262.00 261.40 TCS 56217
262.01 261.41 OP Veterans ( EB) 91 3 12 36 10 165 ft Conc
OP Veterans ( WB) 91 3 10 36 12 165 ft Conc
Printed: 3/ 21/ 00 Page: 38 MP 261.41 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 261.74 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
262.34 261.74 J Exit # 262 at SB010 E -----
TI Park Ave OP ( EB) 91 0.44 2 2 24 2 248 ft Conc
TI Park Ave OP ( WB) 91 0.91 2 2 24 2 248 ft Conc
262.80 262.20 TCS 56689
263.01 262.41 DH I10 5 58 28 4
EB I10 5 58 28 88 PCC PCC 1.43 2 4 24 10
WB I10 5 58 28 88 PCC PCC 1.43 2 10 24 4
MD Var Soil Median
263.04 262.44 OP Ajo Way ( EB) 66 2 4 24 10 261 ft Conc
OP Ajo Way ( WB) 66 2 10 24 4 261 ft Conc
263.17 262.57 J Exit # 263 A/ B -----
TI Kino Pkwy UP ( EB) 67 1.03 1 2 12 8 16 ' - 07"
263.18 262.58 TI Kino Pkwy UP ( WB) 67 1.05 1 8 12 2 17 ' - 01"
263.80 263.20 TCS 46385
264.42 263.82 OP Country Club ( EB) 67 2 4 24 10 150 ft Conc
OP Country Club ( WB) 67 2 10 24 4 150 ft Conc
264.43 263.83 JB ECL Tucson
264.44 263.84 DH I10 5 58 28 4
EB I10 5 58 28 88 PCC MBH 3.55 2 4 24 10
WB I10 5 58 28 88 PCC MBH 3.55 2 10 24 4
MD Var Soil Median
264.87 264.27 OP Irvington Rd ( EB) 67 2 6 24 12 261 ft Conc
OP Irvington Rd ( WB) 67 2 12 24 6 261 ft Conc
265.03 264.43 J Exit # 264 A/ B -----
TI Palo Verde OP ( EB) 67 1.13 1 2 12 8 195 ft Conc
TI Palo Verde OP ( WB) 67 0.62 1 8 12 2 195 ft Conc
FR One Way Frontage Rd Right MBH 0.38 2 1 24 1
265.30 264.70 TCS 38000
265.62 265.02 J Exit # 265 -----
TI Alvernon Rd OP ( EB) 87 1.13 2 2 24 4 210 ft Conc
TI Alvernon Rd OP ( WB) 87 0.44 1 8 12 2 210 ft Conc
266.30 265.70 TCS 35826
266.60 266.00 OP Drexel Rd ( EB) 67 2 4 24 10 141 ft Conc
OP Drexel Rd ( WB) 67 2 10 24 4 141 ft Conc
267.70 267.10 J Exit # 267 at SB010 W -----
TI Valencia Rd OP ( EB) 67 0.36 1 2 12 8 183 ft Conc
267.71 267.11 TI Valencia Rd OP ( WB) 67 0.19 1 8 12 2 183 ft Conc
FR One Way Frontage Rd Right MBH 0.51 2 1 24 1
FR One Way Frontage Rd Left MBH 0.33 2 1 24 1
267.99 267.39 DH I10 5 62 28 6
Printed: 3/ 21/ 00 Page: 39 MP 267.39 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 267.39 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
267.99 267.39 EB I10 5 62 28 88 AC MBH 0.12 3 4 36 10
WB I10 5 62 28 88 AC MBH 0.12 3 10 36 4
MD 56 ft Soil Median
268.10 267.50 TCS 32550
268.11 267.51 DH I10 5 62 40 12 6
EB I10 5 62 40 12 88 AC MBH 0.56 3 4 36 10
WB I10 5 62 40 12 88 AC MBH 0.56 3 10 36 4
MD 62 ft Soil Median
268.67 268.07 DH I10 5 62 40 12 4
EB I10 5 62 40 12 88 AC MBH 3.92 2 3 24 12
WB I10 5 62 40 12 88 AC MBH 3.92 2 12 24 3
MD 56 ft Soil Median
268.68 268.08 J Exit # 268 -----
TI Craycroft Rd OP ( EB) 60 0.74 1 2 12 8 177 ft Conc
TI Craycroft Rd OP ( WB) 60 0.73 1 8 12 2 177 ft Conc
FR One Way Frontage Rd Right MBH 1.25 1 5 12 5
FR One Way Frontage Rd Left MBH 1.25 1 7 12 7
269.30 268.70 TCS 26443
UB EUB Tucson
269.94 269.34 J Exit # 269 -----
TI Wilmot Rd OP ( EB) 85 0.51 1 2 12 8 177 ft Conc
TI Wilmot Rd OP ( WB) 85 0.53 1 8 12 2 177 ft Conc
269.96 269.36 FR One Way Frontage Rd Right MBH 2.49 1 7 12 7
FR One Way Frontage Rd Left MBH 1.27 1 6 12 6
270.60 270.00 TCS 36360
271.18 270.58 J Exit # 270 -----
TI Kolb Rd UP ( EB) 86 0.68 1 2 12 8 16 ' - 00"
TI Kolb Rd UP ( WB) 86 0.72 1 8 12 2 16 ' - 09"
272.59 271.99 DH I10 5 66 40 12 4
EB I10 5 66 40 12 91 AC MBH 0.89 2 4 24 10
WB I10 5 66 40 12 91 AC MBH 0.89 2 10 24 10
MD 62 ft Soil Median
272.60 272.00 TCS 37004
273.48 272.88 DH I10 5 66 40 20 I2 4 2 4
EB I10 5 66 I2 4 2 91 AC MBH 2.58 2 4 24 10
WB I10 5 66 20 91 AC MBH 2.58 2 10 24 4
MD 62 ft Soil Median
273.74 273.14 J Exit # 273 -----
TI Rita Rd UP ( EB) 62 0.78 1 2 12 8 16 ' - 03"
TI Rita Rd UP ( WB) 62 0.64 1 8 12 2 16 ' - 01"
274.60 274.00 TCS 31619
Printed: 3/ 21/ 00 Page: 40 MP 274.00 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 275.46 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
276.06 275.46 DH I10 5 40 47 20 I2 4 2 4
EB I10 5 40 I2 4 2 79 AC MBH 0.20 2 4 24 10
WB I10 5 40 47 20 79 AC MBH 0.20 2 10 24 4
MD Var Soil Median
276.09 275.49 J Exit # 275 -----
TI Houghton Rd UP ( EB) 62 0.62 1 2 12 8 18 ' - 00"
TI Houghton Rd UP ( WB) 62 0.74 1 8 12 2 16 ' - 02"
276.26 275.66 DH IM- 10- 5( 74) 4
EB IM- 10- 5( 74) 95 AC AC 5.51 2 4 24 10
WB IM- 10- 5( 74) 95 AC AC 5.51 2 10 24 4
MD Var Soil Median
277.60 277.00 TCS 27000
277.94 277.34 FR Two Way Frontage Rd Left G 2.06 2 2 20 2
280.00 279.40 J Exit # 279 -----
TI Vail Rd UP ( EB) 62 0.73 1 2 12 8 16 ' - 01"
TI Vail Rd UP ( WB) 62 0.78 1 8 12 2 15 ' - 10"
280.60 280.00 TCS 26000
281.60 281.00 FR Two Way Frontage Rd Right MBH 0.68 2 1 24 1
FR Two Way Frontage Rd Left MBH 2.28 2 1 24 1
281.77 281.17 DH I10 5 40 47 20 I2 4 2 4
EB I10 5 40 I2 4 2 79 AC MBH 0.02 2 4 24 10
WB I10 5 40 47 20 79 AC MBH 0.02 2 10 24 4
MD Var Soil Median
281.79 281.19 DH I10 5 51 47 10 I2 4 2 4
EB I10 5 51I2 4 2 81 AC MBH 0.81 2 4 24 10
WB I10 5 51 47 10 81 AC MBH 0.81 2 10 24 4
MD Var Soil Median
282.28 281.68 J Exit # 281 at S 083 -----
TI Mountain View UP ( EB) 61 0.61 1 2 12 8 16 ' - 05"
TI Mountain View UP ( WB) 61 0.68 1 8 12 2 16 ' - 05"
FR Two Way Frontage Rd Right MBH 0.19 2 1 24 1
FR Two Way Frontage Rd Left MBH 0.92 2 1 24 1
282.60 282.00 DH I10 5 51 47 I2 4 2 4
EB I10 5 51I2 4 2 81 AC MBH 0.21 2 4 24 10
WB I10 5 51 47 10 81 AC MBH 0.21 2 10 24 4
MD Var Soil Median
282.81 282.21 DH I10 5 51 47 10 24 4
EB I10 5 51 24 81 AC MBH 6.42 2 4 24 10
WB I10 5 51 47 10 81 AC MBH 6.42 2 10 24 4
MD Var Soil Median
285.02 284.42 BR Davidson Wash ( EB) 55 2 6 24 12 324 ft Steel
BR Davidson Wash ( WB) 60 2 12 24 6 314 ft Steel
Printed: 3/ 21/ 00 Page: 41 MP 284.42 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 284.42 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
286.10 285.50 TCS 27000
289.23 288.63 DH I 10 5 915 51 4
EB I 10 5 915 51 90 AC MBH 0.53 2 4 24 10
WB I 10 5 915 51 90 AC MBH 0.53 2 10 24 4
MD Var Conc Curbed Median
289.76 289.16 DH I 10 5 915 51 47 10 4
EB I10 5 915 51 10 90 AC MBH 0.82 2 1 24 9
WB I10 5 915 47 10 90 AC MBH 0.82 2 9 24 1
MD Conc Median Barrier
289.78 289.18 BR Cienega Creek ( EB) 55 2 1 24 9 273 ft Steel
BR Cienega Creek ( WB) 61 2 9 24 1 273 ft Steel
289.95 289.35 UP Union Pacific RR ( EB) 55 2 1 24 9 15 ' - 04"
UP Union Pacific RR ( WB) 55 2 9 24 1 15 ' - 05"
290.05 289.45 J Exit # 289 -----
TI Marsh Station UP ( EB) 61 0.57 1 2 12 8 15 ' - 11"
TI Marsh Station UP ( WB) 61 0.50 1 8 12 2 15 ' - 09"
290.58 289.98 DH I 10 5 915 51 22 47 18 20 4
EB I10 5 915 22 20 90 AC MBH 0.23 2 1 24 9
WB I10 5 915 47 18 90 AC MBH 0.23 2 9 24 1
MD Conc Median Barrier
290.81 290.21 DH I- 10- 5( 75) 4
EB I- 10- 5( 75) 98 AC AC 5.99 2 4 24 10
WB I- 10- 5( 75) 98 AC AC 5.99 2 10 24 4
MD Var Soil Median
291.03 290.43 J Median Cross- Over
291.50 290.90 TCS 24000
292.97 292.37 OP Union Pacific RR ( EB) 56 2 6 24 12 124 ft Steel
OP Union Pacific RR ( WB) 63 2 10 24 4 124 ft Steel
293.10 292.50 J Exit # 292 -----
TI Bell/ Empirita OP ( EB) 63 0.39 1 2 12 8 97 ft Conc
TI Bell/ Empirita OP ( WB) 63 0.41 1 8 12 2 97 ft Conc
296.80 296.20 TCS 20966
JB Cochise County
DH IM- 10- 5( 70) 4
EB IM- 10- 5( 70) 95 AC AC 6.87 2 4 24 10
WB IM- 10- 5( 70) 95 AC AC 6.87 2 10 24 4
MD 76 ft Soil Median
297.20 296.60 J Median Cross- Over
297.48 296.88 FR Two Way Frontage Rd Left MBH 0.80 2 1 24 1
297.56 296.96 J Median Cross- Over
297.77 297.17 J Exit # 297 -----
Printed: 3/ 21/ 00 Page: 42 MP 297.17 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 297.17 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
297.77 297.17 TI Mescal UP ( EB) 58 0.52 1 2 12 8 15 ' - 09"
TI Mescal UP ( WB) 58 0.51 1 8 12 2 16 ' - 02"
298.59 297.99 J Median Cross- Over
298.80 298.20 TCS 23000
299.95 299.35 J Exit # 299 -----
TI Skyline OP ( EB) 61 0.44 1 2 12 8 260 ft Conc
TI Skyline OP ( WB) 61 0.43 1 8 12 2 260 ft Conc
300.70 300.10 TCS 22895
301.27 300.67 J Exit # 300 USAF Exit Ramp
301.45 300.85 FR Two Way Frontage Rd Right MBH 1.54 2 1 24 1
301.75 301.15 FR Two Way Frontage Rd Left MBH 1.28 2 1 24 1
302.99 302.39 J Exit # 302 at S 090 E -----
TI Whetstone OP ( EB) 67 0.55 1 2 12 8 104 ft Conc
TI Whetstone OP ( WB) 67 0.53 1 8 12 2 104 ft Conc
303.45 302.85 JB WCL Benson Elev 3685
303.67 303.07 DH IM- 10- 5( 70) 4
EB IM- 10- 5( 70) 95 AC AC 0.17 2 4 24 10
WB I10 5 52 47 41 79 AC MBH 0.17 2 10 24 4
MD 76 ft Soil Median
303.80 303.20 TCS 22400
303.84 303.24 DH IM- 10- 5( 70) 4
EB IM- 10- 5( 70) 95 AC AC 0.01 2 4 24 10
WB IM- 10- 6( 114) 93 AC AC 0.01 2 10 24 4
MD 76 ft Soil Median
303.85 303.25 DH IM- 10- 6( 114) 4
EB IM- 10- 6( 114) 93 AC AC 4.42 2 4 24 10
WB IM- 10- 6( 114) 93 AC AC 4.42 2 10 24 4
MD 76 ft Soil Median
304.47 303.87 J Exit # 303 at SB010 E -----
TI W Benson OP ( EB) 69 0.78 1 2 12 8 127 ft Conc
TI W Benson OP ( WB) 69 0.41 1 8 12 2 137 ft Conc
304.92 304.32 OP Union Pacific RR ( EB) 70 2 4 24 10 156 ft Conc
OP Union Pacific RR ( WB) 70 2 10 24 4 156 ft Conc
305.10 304.50 TCS 21311
305.52 304.92 J Exit # 304 at SS010 E -----
TI Ocotillo Rd OP ( EB) 70 0.48 1 2 12 8 104 ft Conc
TI Ocotillo Rd OP ( WB) 70 0.47 1 2 12 8 104 ft Conc
FR Two Way Frontage Rd Right MBH 0.24 2 1 24 1
306.40 305.30 TCS 25307
307.34 306.74 EQ MP 306.74 Back Equals 306.24 Ahead
Printed: 3/ 21/ 00 Page: 43 MP 306.74 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 306.74 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
307.35 306.25 BR San Pedro River ( EB) 70 2 6 24 12 304 ft Conc
BR San Pedro River ( WB) 70 2 12 24 10 304 ft Conc
307.73 306.63 J Exit # 306 at SB010 W -----
TI Pomerene Rd OP ( EB) 74 0.77 1 2 12 8 188 ft Conc
TI Pomerene Rd OP ( WB) 74 0.61 1 2 12 8 188 ft Conc
FR Two Way Frontage Rd Left MBH 2.88 2 2 24 2
FR Two Way Frontage Rd Right MBH 3.09 2 7 24 7
308.04 306.94 JB ECL Benson
308.08 306.98 FR Two Way Frontage Rd Right MBH 2.57 2 1 24 1
FR Two Way Frontage Rd Left BST 2.77 2 1 24 1
308.27 307.17 DH IM- 10- 6( 112) 4
EB IM- 10- 6( 112) 93 AC AC 2.87 2 4 24 10
WB IM- 10- 6( 112) 93 AC AC 2.87 2 10 24 4
MD 76 ft Soil Median
308.30 307.20 TCS 22302
310.77 309.67 BR Adams Peak Wash ( EB) 72 2 9 24 9 149 ft Conc
BR Adams Peak Wash ( WB) 72 2 9 24 9 149 ft Conc
311.14 310.04 DH I 10 6 66 4
EB I 10 6 66 72 AC MBH 0.07 2 4 24 10
WB I 10 6 66 72 AC MBH 0.07 2 10 24 4
MD 76 ft Soil Median
311.21 310.11 DH I10 6 101 74 9 4
EB I10 6 101 74 9 89 AC MBH 5.89 2 4 24 10
WB I10 6 101 74 9 89 AC MBH 5.89 2 10 24 4
MD 92 ft Soil Median
313.87 312.77 J Exit # 312 -----
TI Sibyl Rd OP ( EB) 60 0.49 1 2 12 8 89 ft Conc
TI Sibyl Rd OP ( WB) 60 0.49 1 8 12 2 89 ft Conc
FR Two Way Frontage Rd Left MBH 0.95 2 1 24 1
314.60 313.50 TCS 17083
317.10 316.00 DH IM- 10- 6( 116) 4
EB IM- 10- 6( 116) 94 AC AC 12.20 2 4 24 10
WB IM- 10- 6( 116) 94 AC AC 12.20 2 10 24 4
MD Var Soil Median
319.95 318.85 J Exit # 318 -----
TI Pragoon Rd OP ( EB) 63 0.91 1 2 12 8 97 ft Conc
TI Pragoon Rd OP ( WB) 63 0.70 1 8 12 2 97 ft Conc
321.44 320.34 RA Texas Canyon Rest Areas 0.60 1 2 12 8
322.00 320.90 TCS 14403
323.70 322.60 J Exit # 322 -----
TI Johnson Rd UP ( EB) 58 0.51 1 2 12 8 17 ' - 00"
Printed: 3/ 21/ 00 Page: 44 MP 322.60 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 322.60 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
323.70 322.60 TI Johnson Rd UP ( WB) 58 0.54 1 8 12 2 16 ' - 01"
328.10 327.00 TCS 13854
329.30 328.20 DH I10 6 104 88 67 4 4
EB I10 6 104 67 4 91 AC MBH 2.84 2 4 24 10
WB I10 6 104 67 4 91 AC MBH 2.84 2 10 24 4
MD Var Soil Median
332.14 331.04 DH I10 6 88 67 4 4
EB I10 6 88 67 4 89 AC MBH 0.58 2 4 24 10
WB I10 6 88 67 4 89 AC MBH 0.58 2 10 24 4
MD 92 ft Soil Median
332.72 331.62 J Exit # 331 at U 191 S -----
TI Cochise UP ( EB) 58 0.51 1 2 12 8 16 ' - 03"
TI Cochise UP ( WB) 58 0.51 1 8 12 2 16 ' - 03"
DH I10 6 88 67 4 4
EB I10 6 88 67 4 89 AC MBH 0.43 2 4 24 10
WB I10 6 88 67 4 89 AC MBH 0.43 2 10 24 4
MD 92 ft Soil Median
333.15 332.05 DH I10 6 88 67 4 39 4
EB I10 6 88 67 4 89 AC MBH 4.11 2 4 24 10
WB I10 6 88 67 39 89 AC MBH 4.11 2 10 24 4
MD 72 ft Soil Median
337.26 336.16 DH I10 6 88 67 4 33 4
EB I10 6 88 67 4 89 AC MBH 0.11 2 4 24 10
WB I10 6 88 67 39 89 AC MBH 0.11 2 10 24 4
MD Var Soil Median
337.37 336.27 DH IM- 10- 6( 121) 4
EB IM- 10- 6( 121) 95 AC AC 8.63 2 4 24 10
WB IM- 10- 6( 121) 95 AC AC 8.63 2 10 24 4
MD 76 ft Soil Median
337.40 336.30 TCS 15000
338.00 336.90 J Exit # 336 at SB010 E -----
TI W Willcox UP ( EB) 65 0.63 1 2 12 8 16 ' - 01"
TI W Willcox UP ( WB) 65 0.84 1 8 12 2 16 ' - 01"
FR Two Way Frontage Rd Left MBH 0.42 2 1 24 1
339.80 338.70 TCS 12000
340.59 339.49 JB WCL Willcox Elev 4182
UP Airport Rd ( EB) 65 2 4 24 10 15 ' - 10"
UP Airport Rd ( WB) 65 2 10 24 4 16 ' - 02"
341.64 340.54 J Exit # 340 at S 186 -----
TI Fort Grant Rd UP ( EB) 67 0.54 1 2 12 8 16 ' - 01"
TI Fort Grant Rd UP ( WB) 67 0.51 1 8 12 2 16 ' - 01"
FR Two Way Frontage Rd Left MBH 0.37 2 1 24 1
Printed: 3/ 21/ 00 Page: 45 MP 340.54 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 341.30 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
342.40 341.30 JB ECL Willcox
343.60 342.50 TCS 13806
345.40 344.30 UP Stewart Rd ( EB) 67 2 4 24 10 16 ' - 04"
UP Stewart Rd ( WB) 67 2 10 24 4 16 ' - 09"
345.59 344.49 J Exit # 344 at SB010 W -----
TI E Willcox UP ( EB) 67 1.20 1 2 12 8 16 ' - 04"
TI E Willcox UP ( WB) 67 0.44 1 8 12 2 16 ' - 07"
FR Two Way Frontage Rd Left G 1.53 2 2 20 2
346.00 344.90 DH I 10 6 50 4
EB I 10 6 50 76 AC MBH 11.57 2 4 24 10
WB I 10 6 50 76 AC MBH 11.57 2 10 24 4
MD Var Soil Median
346.70 345.60 TCS 13326
353.50 352.40 J Exit # 352 at U 191 N -----
TI Safford UP ( EB) 59 0.60 1 2 12 8 17 ' - 07"
TI Safford UP ( WB) 59 0.68 1 8 12 2 17 ' - 04"
354.00 352.90 TCS 12500
357.07 355.97 J Exit # 355 at UY191 N -----
TI Luzena UP ( EB) 61 0.63 1 2 12 8 18 ' - 01"
TI Luzena UP ( WB) 61 0.80 1 8 12 2 17 ' - 00"
FR Two Way Frontage Rd Right MBH 5.71 2 5 24 5
357.57 356.47 DH IM- 10- 6( 113) 4
EB IM- 10- 6( 113) 94 AC AC 6.13 2 4 24 10
WB IM- 10- 6( 113) 94 AC AC 6.13 2 10 24 4
MD 76 ft Soil Median
357.65 356.55 BR Little Cal Creek ( EB) 61 2 3 24 3 218 ft Conc
BR Little Cal Creek ( WB) 61 2 3 24 3 218 ft Conc
358.04 356.94 OP Union Pacific RR ( EB) 61 2 4 24 10 142 ft Steel
OP Union Pacific RR ( WB) 61 2 10 24 4 142 ft Steel
360.60 359.50 TCS 14234
363.70 362.60 DH I10 6 92 45 4
EB I10 6 92 45 85 AC MBH 5.10 2 4 24 10
WB I10 2 92 45 85 AC MBH 5.10 2 10 24 4
MD Var Soil Median
363.98 362.88 J Exit # 362 at SB010 E -----
TI W Bowie UP ( EB) 67 0.55 1 2 12 8 16 ' - 02"
TI W Bowie UP ( WB) 67 1.08 1 8 12 2 18 ' - 02"
FR Two Way Frontage Rd Right BST 1.00 2 1 24 1
364.80 363.70 OP Barlett Ranch Rd ( EB) 67 2 4 24 10 120 ft Conc
OP Barlett Ranch Rd ( WB) 67 2 10 24 4 120 ft Conc
365.89 364.79 OP Richards ( EB) 67 2 4 24 10 108 ft Conc
Printed: 3/ 21/ 00 Page: 46 MP 364.79 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 364.79 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
365.89 364.79 OP Richards ( WB) 67 2 10 24 4 108 ft Conc
366.90 365.80 TCS 14200
367.92 366.82 J Exit # 366 at SB010 W -----
TI E Bowie UP ( EB) 67 0.58 1 2 12 8 16 ' - 03"
TI E Bowie UP ( WB) 67 0.83 1 8 12 2 17 ' - 04"
FR Two Way Frontage Rd Right BST 1.86 2 1 24 1
FR Two Way Frontage Rd Left MBH 1.17 2 5 24 5
368.80 367.70 DH I10 6 107 59 45 4
EB I10 6 107 59 45 91 AC MBH 0.20 2 4 24 10
WB I10 6 107 59 45 91 AC MBH 0.20 2 10 24 4
MD Var Soil Median
369.00 367.90 DH I10 6 107 59 18 4
EB I10 6 107 59 18 91 AC MBH 3.81 2 4 24 10
WB I10 6 107 59 18 91 AC MBH 3.81 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Right MBH 1.08 2 1 24 1
FR Two Way Frontage Rd Left BST 3.81 2 1 24 1
371.10 370.00 OP Holt ( EB) 62 2 4 24 10 91 ft Conc
OP Holt ( WB) 62 2 10 24 4 91 ft Conc
372.81 371.71 DH I10 6 107 59 25 4
EB I10 6 107 59 25 91 AC MBH 4.17 2 4 24 10
WB I10 6 107 59 25 91 AC MBH 4.17 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Left MBH 4.17 2 5 24 5
373.67 372.57 FR Two Way Frontage Rd Right BST 0.99 2 1 24 1
373.76 372.66 OP Olga ( EB) 62 2 4 24 10 91 ft Conc
OP Olga ( WB) 62 2 10 24 4 91 ft Conc
376.98 375.88 DH I10 6 107 59 35 4
EB I10 6 107 59 35 91 AC MBH 2.45 2 4 24 10
WB I10 6 107 59 35 91 AC MBH 2.45 2 10 24 4
MD Var Soil Median
FR Two Way Frontage Rd Left MBH 2.45 2 1 24 1
379.00 377.90 TCS 11436
379.43 378.33 DH IM- 10- 6( 120) 4
EB IM- 10- 6( 120) 95 AC AC 4.45 2 4 24 10
WB IM- 10- 6( 120) 95 AC AC 4.45 2 10 24 4
MD 76 ft Soil Median
FR Two Way Frontage Rd Left MBH 0.93 2 1 24 1
380.05 378.95 J Exit # 378 at SB010 E -----
TI W San Simon UP ( EB) 67 0.81 1 2 12 8 16 ' - 00"
TI W San Simon UP ( WB) 67 1.31 1 8 12 2 16 ' - 00"
381.10 380.00 FR Two Way Frontage Rd Right MBH 0.88 2 1 24 1
Printed: 3/ 21/ 00 Page: 47 MP 380.00 I 010
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 380.00 I 010
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
381.47 380.37 OP Cochise Ave ( EB) 67 2 4 24 10 97 ft Conc
OP Cochise Ave ( WB) 67 2 10 24 4 97 ft Conc
382.40 381.30 TCS 10800
382.78 381.68 BR San Simon River ( EB) 67 2 3 24 3 232 ft Conc
BR San Simon River ( WB) 67 2 3 24 3 232 ft Conc
383.16 382.06 FR Two Way Frontage Rd Left MBH 1.07 2 1 24 1
383.45 382.35 J Exit # 382 at SB010 W -----
TI E San Simon UP ( EB) 67 0.83 1 2 12 8 16 ' - 01"
TI E San Simon UP ( WB) 67 0.78 1 8 12 2 16 ' - 06"
383.58 382.48 FR Two Way Frontage Rd Right MBH 1.61 2 1 24 1
383.88 382.78 DH IM- 10- 6( 120) 4
EB IM- 10- 6( 120) 95 AC AC 1.37 2 4 24 10
WB I10 6 84 48 81 AC MBH 1.37 2 10 24 4
MD 76 ft Soil Median
384.35 383.25 IS Inspection Station
385.25 384.15 DH IM- 10- 6( 117) 4
EB IM- 10- 6( 117) 95 AC AC 7.08 2 4 24 10
WB IM- 10- 6( 117) 95 AC AC 7.08 2 10 24 4
MD Var Soil Median
386.90 385.80 TCS 12000
389.62 388.52 RA San Simon Rest Areas 1.42 1 2 12 8
390.48 389.38 BR Island Wash ( EB) 62 2 4 24 10 111 ft Conc
BR Island Wash ( WB) 38 2 4 24 6 101 ft Conc
391.85 390.75 J Exit # 390 -----
TI Cavot OP ( EB) 61 0.59 1 2 12 8 90 ft Conc
391.87 390.77 TI Cavot OP ( WB) 61 0.53 1 8 12 2 90 ft Conc
392.20 391.10 TCS 11892
392.33 391.23 J End I 010 at AZ/ NM State Line -----
Main Direction Route Length: 392.33 mi. Opposite Direction Route Length: 392.33 mi. Lengths of Frontage Roads and Others: 320.30 mi.
SB010( 1)
0.00 17.50 J Beg SB010( 1) at I 010 Exit # 17 West Quartzite -----
JB Inside La Paz County
UH I 10 1 5 64 AC 0.19 2 0 24 0
0.19 17.69 UH F 006 65 AC 0.70 2 0 24 0
0.89 18.39 UH S 586 1 81 AC MBH 0.09 2 1 24 1
0.98 18.48 UH S 586 1 81 AC MBH 0.29 2 8 24 8
1.27 18.77 UH S 586 1 81 AC MBH 0.09 2 1 24 1
1.30 18.80 TCS 10526
Printed: 3/ 21/ 00 Page: 48 MP 18.80 SB010( 1)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 1) MP 18.86 SB010( 1)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
1.36 18.86 UH F 0006 65 AC 0.05 2 0 24 0
1.41 18.91 UH F063 2 912F0006 88 AC MBH 0.13 2 2 24 2
MD 12 ft Painted Median
1.47 18.97 J S 095 to North and U 095 to South -----
1.54 19.04 UH F 0006 65 AC 0.75 2 0 24 0
1.60 19.10 TCS 6974
2.29 19.79 UH I 10 1 5 64 AC 0.11 2 0 24 0
2.40 19.90 J End SB010( 1) at I 010 Exit # 19 East Quartzite -----
Main Direction Route Length: 2.40 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB010( 2)
0.00 247.60 J Beg SB010( 2) Benson Hwy at I 010 Exit # 262 A- Ramp -----
UB Inside Tucson
JB Inside Pima County
DH F 002 4 1 4
EB F 002 4 1 57 MBL MBH 0.30 2 2 24 8
WB F 002 4 1 57 MBL MBH 0.30 2 8 24 8
MD Var Conc Curbed Median
0.30 247.90 DH F 90 3 4
EB F 90 3 55 MBL MBH 2.58 2 2 24 8
WB F 90 3 55 MBL MBH 2.58 2 8 24 8
MD 15 ft Conc Curbed Median
0.35 247.95 J Park Ave N- S
0.40 248.00 TCS 21000
0.85 248.45 J Ajo Way E- W -----
1.10 248.70 TCS 10185
1.51 249.11 J Campbell Ave S/ Kino Blvd N -----
2.10 249.70 TCS 13672
2.12 249.72 J Cont SB010( 2) East on Irvington Rd
2.25 249.85 J Cont SB010( 2) South on Benson Hwy
2.81 250.41 J Country Club Rd -----
2.88 250.48 DH F 90 3 4
EB F 90 3 55 MBL MBH 1.18 2 2 24 8
WB F 90 3 55 MBL MBH 1.18 2 8 24 2
MD 15 ft Conc Curbed Median
2.99 250.57 JB SCL Tuscon
3.44 251.04 J Palo Verde Blvd
3.60 251.20 TCS 5172
3.81 251.41 J Drexel Rd
Printed: 3/ 21/ 00 Page: 49 MP 251.41 SB010( 2)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 2) MP 251.65 SB010( 2)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
4.05 251.65 J Alvernon Way -----
4.06 251.66 DH I002 4 5 6 4
EB I002 4 5 6 58 MBL MBH 0.55 2 4 24 8
WB FAP 90 32 MBL MBH 0.55 2 8 24 4
MD 76 ft Soil Median
4.61 252.21 DH STP- 002- 4( 8) P 4
EB STP- 002- 4( 8) P 97 AC AC 0.07 2 4 24 8
WB STP- 002- 4( 8) P 97 AC AC 0.07 2 8 24 4
MD 4 ft Conc Curbed Median
4.64 252.24 J Columbus Blvd [ B234]
4.68 252.28 DH STP- 002- 4( 8) P 4
EB STP- 002- 4( 8) P 97 AC AC 0.10 2 4 24 8
WB STP- 002- 4( 8) P 97 AC AC 0.10 2 8 24 4
MD Var Soil Median
4.78 252.38 DH I002 4 5 6 4
EB I002 4 5 6 58 MBL MBH 0.97 2 4 24 8
WB FAP 90 32 MBL MBH 0.97 2 8 24 4
MD 76 ft Soil Median
5.61 253.21 J Cont SB010( 2) East on Valencia Rd
5.68 253.28 TCS 4000
5.74 253.34 TI EB I 010 UP 67 0.00 4 12 48 12 16 ' - 07"
5.75 253.35 J End SB010( 2) at I 010 Exit # 267 -----
Main Direction Route Length: 5.75 mi. Opposite Direction Route Length: 5.75 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB010( 3)
0.00 303.77 J Beg SB010( 3) Exit # 303 at I 010 West Benson -----
JB Inside Cochise County
UH I 10 6 41 69 AC MBH 0.14 1 10 12 10
0.01 303.78 TI EB I 010 UP 69 0.00 1 2 12 8 15 ' - 04"
0.14 303.91 UH FO16 127 I10641 85 AC MBH 0.03 0 0 0 0
0.17 303.94 UH F016 127 I10641 85 AC MBH 0.02 4 4 48 4
MD 12 ft Painted Median
X Curb to Left and Right
0.19 303.96 UH STP- 016- 1( 28) P 97 AC AC 1.03 4 2 48 2
MD 12 ft Painted Median
X Curb to Left and Right
0.53 304.30 TCS 7050
1.03 304.80 J SS010 North to I 010 ( Ocotillo Ave) [ B24] -----
1.22 304.99 UH STP- 016- 1( 28) P 97 AC AC 0.62 2 10 24 10
MD 12 ft Painted Median
X Curb to Left and Right
Printed: 3/ 21/ 00 Page: 50 MP 304.99 SB010( 3)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 3) MP 305.30 SB010( 3)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
1.53 305.30 TCS 11293
1.62 305.39 J Patagonia St [ B24]
1.84 305.61 UH STP- 016- 1( 28) P 97 AC AC 0.04 4 0 22 0
MD 12 ft Painted Median
X Curb to Left and Right
1.86 305.63 X Curb to Left and Right
1.88 305.65 DH STP- 016- 1( 28) P 3
EB STP- 016- 1( 28) P 97 AC AC 0.11 2 2 28 2
WB STP- 016- 1( 28) P 97 AC AC 0.11 1 2 20 2
MD Var Conc Curbed Median
X Curb to Left and Right
1.99 305.76 DH F016 1 12 54 4
EB F016 1 12 54 85 AC MBH 0.20 2 1 24 1
WB F016 1 12 54 85 AC MBH 0.20 2 1 24 1
MD Var Conc Curbed Median
2.02 305.79 J S 080 to Bisbee -----
UP S 080 ( EB) 41 2 0 22 0 14 ' - 00"
UP S 080 ( WB) 41 2 0 22 0 14 ' - 00"
2.08 305.85 UP Union Pacific RR ( EB) 41 2 0 22 0 14 ' - 03"
UP Union Pacific RR ( WB) 41 2 0 22 0 14 ' - 03"
2.19 305.96 DH STP- 016- 1( 28) P 2
EB STP- 016- 1( 28) P 97 AC AC 0.04 1 4 12 4
WB STP- 016- 1( 28) P 97 AC AC 0.04 1 4 12 4
MD 2 ft Conc Curbed Median
X Curb to Left and Right
2.23 306.00 UH STP- 016- 1( 28) P 97 AC AC 0.10 2 1 24 1
MD 12 ft Painted Median
X Curb to Left and Right
2.33 306.10 UH STP- 016- 1( 28) P 97 AC AC 0.16 2 0 24 14
MD 12 ft Painted Median
X Curb to Left and Right
2.49 306.26 UH STP- 016- 1( 28) P 97 AC AC 0.09 2 8 26 8
MD 12 ft Painted Median
X Curb to Left
2.53 306.30 TCS 2640
2.58 306.35 UH STP- 016- 1( 28) P 97 AC AC 0.49 2 8 24 8
2.64 306.41 BR San Pedro River 50 2 3 24 3 401 ft Steel
3.04 306.81 J Pomerene Rd [ L2]
3.07 306.84 UH I 10 6 47 74 AC MBH 0.08 2 8 24 8
3.14 306.91 TI EB I 010 UP 74 0.00 2 8 24 8 16 ' - 04"
Printed: 3/ 21/ 00 Page: 51 MP 306.91 SB010( 3)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 3) MP 306.92 SB010( 3)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
3.15 306.92 J End SB010( 3) at I 010 Exit # 306 -----
Main Direction Route Length: 3.15 mi. Opposite Direction Route Length: 0.35 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB010( 4)
0.00 336.49 J Beg SB010( 4) at I 010 Exit # 344 A- Ramp West Willcox -----
UH S590 1 I10 6 28 85 AC MBH 0.32 2 5 24 5
0.32 336.81 UH S590 1 F102 5 1 85 AC MBH 2.73 2 5 24 5
1.51 338.00 TCS 1526
2.90 339.39 JB WCL Willcox
3.05 339.54 J Arizona Ave -----
UH S590 1 F102 5 1 85 AC MBH 0.21 2 12 24 12
3.26 339.75 UH S590 1 FA137 85 AC MBH 0.17 2 14 24 14
X Curb to Left and Right
3.31 339.80 TCS 2398
3.43 339.92 UH S590 1 F2 5 61B 85 AC MBH 0.65 2 14 24 14
X Curb to Left and Right
3.55 340.04 J S 186 S to Dos Cabezas -----
4.01 340.50 TCS 4468
4.08 340.57 UH S590 1 F130A 85 AC MBH 0.41 2 14 24 14
X Curb to Left and Right
4.26 340.75 J S 186 N to I 010 -----
4.49 340.98 UH S590 1 NON 130 85 AC MBH 0.50 2 5 24 5
4.99 341.48 UH S590 1 NON130 85 AC MBH 2.64 2 5 24 5
5.22 341.71 JB ECL Willcox Elev 4182
6.11 342.60 TCS 785
7.63 344.12 UH S590 1 I 106 29 85 AC MBH 0.33 2 5 24 5
7.96 344.45 J End SB010( 4) at I 010 Exit # 344 -----
Main Direction Route Length: 7.96 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB010( 5)
0.00 362.68 J Beg SB010( 5) at I 010 Exit # 362 OP West Bowie -----
UH I 10 6 45 68 AC MBH 0.32 2 8 24 8
0.32 363.00 UH S591 1 F130 D1 85 AC MBH 1.09 2 6 24 6
1.41 364.09 UH S591 1 F2 5 61A 85 AC MBH 0.57 2 6 24 6
1.55 364.23 X Bowie Unincorp Elev 3765
1.92 364.60 TCS 487
1.98 364.66 UH S591 1 F2 5 62A 85 AC MBH 1.66 2 6 24 6
3.64 366.32 UH I 10 6 45 68 AC MBH 0.32 2 8 24 8
Printed: 3/ 21/ 00 Page: 52 MP 366.32 SB010( 5)
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 5) MP 366.64 SB010( 5)
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
3.96 366.64 J End SB010( 5) at I 010 Exit # 366 -----
Main Direction Route Length: 3.96 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SB010( 6)
0.00 378.92 J Beg SB010( 6) at I 010 Exit # 378 OP San Simon -----
UH I 10 6 44 67 AC MBH 0.14 2 8 24 8
0.14 379.06 UH NF 002 5 62 A 61 AC MBH 0.17 2 6 24 6
0.31 379.23 UH S576 1 NF02562 85 AC MBH 1.04 2 6 24 6
1.35 380.27 UH S576 1 F2 5 61A 85 AC MBH 0.31 4 10 48 10
X Curb to Left and Right
1.56 380.48 X San Simon Unincorp Elev 3613
1.66 380.58 UH S5761 F2 5 62A 85 AC MBH 1.44 2 6 24 6
1.78 380.70 TCS 677
2.63 381.55 BR San Simon River 39 2 5 24 5 180 ft Conc
3.10 382.02 UH NF 002 5 62 A 61 AC MBH 0.42 2 5 24 5
3.52 382.44 J End SB010( 6) at I 010 Exit # 382 -----
Main Direction Route Length: 3.52 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.
SS010
0.00 304.93 J Beg SS010 at I 010 in Benson -----
JB Inside Cochise County
UH STP- 016- 1( 28) P 97 AC AC 0.45 2 2 24 2
MD 12 ft Painted Median
0.01 304.94 TI EB I 010 UP 70 0.00 2 10 24 10 15 ' - 04"
0.27 305.20 TCS 2888
0.45 305.38 UH STP- 016- 1( 28) P 97 AC AC 0.04 4 2 24 2
MD 12 ft Painted Median
X Curb to Left and Right
0.49 305.42 DH STP- 016- 1( 28) P 4
NB STP- 016- 1( 28) P 97 AC AC 0.06 2 2 24 6
SB STP- 016- 1( 28) P 97 AC AC 0.06 2 2 24 2
MD Var Conc Curbed Median
X Curb to Left and Right
0.55 305.48 J End SS010 at SB010( 3) in Benson [ B1234] -----
Main Direction Route Length: 0.55 mi. Opposite Direction Route Length: 0.06 mi. Lengths of Frontage Roads and Others: 0.00 mi.
I 015
0.00 0.00 J Beg I 015 at AZ/ NV State Line -----
JB Mohave County
DH I15 1 36 28 59 1 4
NB I15 1 36 28 5 89 AC MBH 0.35 2 4 24 10
SB I15 1 36 28 1 89 AC MBH 0.35 2 10 24 4
Printed: 3/ 21/ 00 Page: 53 MP 0.00 I 015
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 015 MP 0.00 I 015
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
0.00 0.00 MD Var Soil Median
0.35 0.35 DH I15 1 36 28 5 4
NB I15 1 36 28 5 89 AC MBH 7.42 2 4 24 10
SB I15 1 36 28 5 89 AC MBH 7.42 2 10 24 4
MD Var Soil Median
7.77 7.77 DH I15 1 28 21 4
NB I15 1 28 21 80 AC MBH 0.35 2 4 24 10
SB I15 1 28 21 80 AC MBH 0.35 2 10 24 4
MD Var Soil Median
8.00 8.00 TCS 13067
8.12 8.12 DH I 15 1 21 4
NB I 15 1 21 73 AC MBH 1.17 2 4 24 10
SB I 15 1 21 73 AC MBH 1.17 2 10 24 4
MD Var Soil Median
8.61 8.61 J Exit # 8 -----
TI Littlefield Rd OP ( NB) 73 0.80 2 6 24 12 153 ft Conc
TI Littlefield Rd OP ( SB) 73 0.67 2 12 24 6 153 ft Conc
FR Two Way Frontage Rd Left MBH 1.06 2 5 24 5
9.13 9.13 BR Virgin River # 1 ( EB) 87 2 1 24 6 851 ft Conc
BR Virgin River # 1 ( WB) 87 2 6 24 1 851 ft Conc
9.29 9.29 DH I15 1 27 7 4
NB I15 1 27 7 73 AC MBH 2.71 2 4 24 10
SB I15 1 27 7 73 AC MBH 2.71 2 10 24 4
MD Var Soil Median
9.90 9.90 TCS 17000
12.00 12.00 DH ACIM- 15- 1( 45) 4
NB ACIM- 15- 1( 45) 93 AC AC 0.51 2 4 24 10
SB ACIM- 15- 1( 45) 93 AC AC 0.51 2 10 24 4
MD Var Median
12.51 12.51 DH ACIM- 15- 1( 45) 4
NB ACIM- 15- 1( 45) 93 AC AC 11.20 2 4 24 6
SB ACIM- 15- 1( 45) 93 AC AC 11.20 2 10 24 4
MD Conc Median Barrier
13.19 13.19 BR Virgin River # 2 ( EB) 71 2 4 24 2 740 ft Conc
BR Virgin River # 2 ( WB) 71 2 2 24 4 740 ft Conc
13.27 13.27 BR Virgin River # 3 ( EB) 71 2 2 24 4 822 ft Conc
BR Virgin River # 3 ( WB) 71 2 4 24 2 822 ft Conc
14.30 14.30 BR Virgin River # 4 ( EB) 71 2 2 24 6 270 ft Conc
BR Virgin River # 4 ( WB) 71 2 6 24 2 270 ft Conc
15.38 15.38 BR Virgin River # 5 ( EB) 71 2 2 24 4 531 ft Conc
BR Virgin River # 5 ( WB) 71 2 4 24 2 501 ft Conc
Printed: 3/ 21/ 00 Page: 54 MP 15.38 I 015
( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 015 MP 15.58 I 015
1998
AADT
Vert.
Clear.
Bridge
Length, Type
Rt.
Shldr.
Trav.
Surf.
Lt.
Shldr.
No.
Lanes
Rdwy.
Length
Shldr.
Surf.
Trav.
Surf.
Year
MilePost Sym Project Built
Theor.
Route
Mile
15.58 15.58 BR Virgin River # 6 ( EB) 71 2 2 24 4 649 ft Conc
BR Virgin River # 6 ( WB) 71 2 4 24 2 649 ft Conc
18.33 18.33 J Exit # 18 -----
RA Cedar Pocket Rest Area ( NB) 0.72 1 2 12 8
Object Description
| TITLE | State Highway System Log |
| CREATOR | Arizona Deptartment of Transportation |
| SUBJECT | Traffic surveys--Arizona--Statistics; Traffic flow--Arizona--Statistics; Traffic engineering--Arizona--Statistics |
| Browse Topic |
Transportation |
| DESCRIPTION | This title contains one or more publications. |
| Language | English |
| Contributor | Arizona Department of Transportation Transportation Planning Division |
| Publisher | Arizona Deptartment of Transportation |
| Material Collection |
State Documents |
| Source Identifier | TRT 5.3:L 53 |
| Location | ocm04930892 |
| REPOSITORY | Arizona State Library, Archives and Public Records--Law and Research Library |
Description
| TITLE | 1998 State Highway System Log |
| DESCRIPTION | 329 pages (PDF version); 1,259 KB |
| TYPE | Text |
| RIGHTS MANAGEMENT | Copyright to this resource is held by the creating agency and is provided here for educational purposes only. I may not be downloaded, reproduced, or distributed in any format without written permission of the creating agency. Any attempt to circumvent the access controls placed on this file is a violation of United States and international copyright laws, and is subject to criminal prosecution |
| DATE ORIGINAL | 1998-12-15 |
| Time Period |
1990s (1990-1999) |
| ORIGINAL FORMAT | Born Digital |
| Source Identifier | TRT 5.3:L 53 |
| DIGITAL IDENTIFIER | 1998SHSLog.pdf |
| DIGITAL FORMAT |
PDF (Portable Document Format) |
| REPOSITORY | Arizona State Library, Archives and Public Records—Law and Research Library. |
| File Size | 1259.616 KB |
| Full Text | 1998 State Highway System Log To: Users of the Highway Log From: Robert E. Pike, ADOT Data Section Date: December 15, 1999 See Also: LogLetter. pdf 1997LogLetter. pdf This Log incorporates State Highway System ( SHS) improvements and changes which occurred between the previous Log ( as of December 31, 1997) and December 31, 1998. The newer projects added to the Log were identified from the reports obtained from ADOT Field Reports Section. Project plans from Engineering Records were evaluated and implemented into this Log. Not many of these were “ as- built†plans. GIS Users - Be aware that the 1997 and 1998 Log can be “ painted†as a GIS map on the Arizona Transportation Information System linear referencing system. ArcView and an ArcView extension are required. Further information is available from the Data Section. The 1998 Log does NOT include a 16- bit version that will operate on Windows 3. x systems. State workers desiring a 16- bit copy should register their existence with us and we will try to assist you. The 1998 data file STILL does not represent all projects completed during the 1988- 1992 time period. For more details refer to the LogLetter. pdf file ( dated 11/ 25/ 1997) which can be found in the directory where this application is installed. Additionally it may not include completed portions of projects with phased openings to traffic which were not identified as complete in the reports obtained from the Field Reports Section. Therefore, we ask for your understanding as well as assistance in identifying current deficiencies. Because of the lack of completeness acknowledged in this Log, you may find discrepancies between this document and other databases such as the bridge or pavement management systems. As the management systems arrive in a client- server environment, they may be directly linked into the Log so that those discrepancies are eliminated and a single pavement, project, or bridge condition can exist and be maintained solely inside of its own management system, yet be “ viewed†through the format of the SHS Log, or other formats that are currently under development at ADOT. If you have a particular issue with something that the Log reports, we are interested in making it right. However, we ask that you help us by identifying the problem by printing the certain page( s) and marking them up and sending them to the Data Team at Mail Drop 070R. Please include helpful information that you may know such as the project number or source of data that will help us confirm and fix the problem. 1998LogLetter. pdf T o : U s e r s o f t h e H i g h w a y L o g F r o m : R o b e r t E . P i k e , A D O T D a t a T e a m T h i s L o g i n c o r p o r a t e s S t a t e H i g h w a y S y s t e m ( S H S ) i m p r o v e m e n t s a n d c h a n g e s w h i c h o c c u r r e d b e t w e e n t h e p r e v i o u s L o g ( a s o f D e c e m b e r 3 1 , 1 9 9 6 ) a n d D e c e m b e r 3 1 , 1 9 9 7 . T h e n e w e r p r o j e c t s a d d e d t o t h e L o g w e r e i d e n t i f i e d f r o m t h e r e p o r t s o b t a i n e d f r o m A D O T F i e l d R e p o r t s S e c t i o n . P r o j e c t p l a n s f r o m E n g i n e e r i n g R e c o r d s w e r e e v a l u a t e d a n d i m p l e m e n t e d i n t o t h i s L o g . N o t m a n y o f t h e s e w e r e a s - b u i l t p l a n s . T h e 1 9 9 7 l o g i n t r o d u c e s a 1 6 - b i t v e r s i o n w h i c h w i l l o p e r a t e o n W i n d o w s 3 . x s y s t e m s a s w e l l a s m a i t a i n i n g a 3 2 - b i t v e r s i o n f o r W i n d o w s 9 5 o r W i n d o w s N T o p e r a t i n g s y s t e m s . T h e 1 9 9 6 a n d 1 9 9 7 d a t a f i l e s a r e i n c l u d e d w i t h t h e i n s t a l l a t i o n m e d i a f o r b o t h 1 6 a n d 3 2 - b i t v e r s i o n s . T h e 1 9 9 7 l o g a l s o i n t r o d u c e s t w o n e w r e p o r t i n g o p t i o n s : S C a n d M P . T h e S C o p t i o n w a s a d d e d t o r e p o r t m o d i f i c a t i o n s t o t h e l a n e g e o m e t r y a d j a c e n t t o i m p r o v e m e n t p r o j e c t s w h i c h w e r e n o t p a r t o f t h e i m p r o v e - m e n t a n d w h e r e a c t u a l f i e l d c o n d i t i o n s d i f f e r f r o m t h e p r e v i o u s l o g s l a n e g e o m e t r y . T h e M P o p t i o n a l l o w s y o u t o i n c l u d e m i l e p o s t s t a t i o n a n d e l e v a t i o n i n f o r m a t i o n i n t o t h e l o g r e p o r t f r o m t h e 1 9 8 8 M i l e p o s t L o g . N o t e t h a t t h i s d a t a h a s n o t b e e n u p d a t e d o r c o r r e c t e d s i n c e 1 9 8 8 o t h e r t h a n t o d e l e t e t h o s e e n t r i e s w h i c h a r e n o l o n g e r o n t h e S t a t e H i g h w a y S y s t e m o r t o d e l e t e t h o s e e n t r i e s o n r o u t e s w h i c h h a v e b e e n r e n a m e d a n d r e - m i l e p o s t e d . A d d i t i o n a l l y , t h e c u r r e n t r o u t e n a m e h a s b e e n a s s i g n e d t o t h o s e r o u t e s w h i c h h a v e b e e n r e n a m e d b u t n o t r e - m i l e p o s t e d ( e . g . U 6 6 6 t o U 1 9 1 ) . A d d i t i o n a l c h a n g e s m a y b e f o u n d i n t h e r e a d m e . t x t f i l e i n t h e d i r e c t o r y w h e r e t h e a p p l i c a t i o n w a s i n s t a l l e d . T h e 1 9 9 7 d a t a f i l e d o e s n o t r e p r e s e n t a l l p r o j e c t s c o m p l e t e d d u r i n g t h e 1 9 8 8 - 1 9 9 2 t i m e p e r i o d . F o r m o r e d e t a i l s r e f e r t o t h e L o g L e t t e r . p d f f i l e ( d a t e d 1 1 / 2 5 / 1 9 9 7 ) w h i c h c a n b e f o u n d i n t h e d i r e c t o r y w h e r e t h i s a p p l i c a t i o n i s i n s t a l l e d . A d d i t i o n a l l y i t m a y n o t i n c l u d e c o m p l e t e d p o r t i o n s o f p r o j e c t s w i t h p h a s e d o p e n i n g s t o t r a f f i c w h i c h w e r e n o t i d e n t i f i e d a s c o m p l e t e i n t h e r e p o r t s o b t a i n e d f r o m t h e F i e l d R e p o r t s S e c t i o n . T h e r e f o r e , w e a s k f o r y o u r u n d e r s t a n d i n g a s w e l l a s a s s i s t a n c e i n i d e n t i f y i n g c u r r e n t d e f i c i e n c i e s . B e c a u s e o f t h e l a c k o f c o m p l e t e n e s s a c k n o w l e d g e d i n t h i s L o g , y o u m a y f i n d d i s c r e p a n c i e s b e t w e e n t h i s d o c u m e n t a n d o t h e r d a t a b a s e s s u c h a s t h e b r i d g e o r p a v e m e n t m a n a g e m e n t s y s t e m s . A s t h e m a n a g e m e n t s y s t e m s a r r i v e i n a c l i e n t - s e r v e r e n v i r o n m e n t , t h e y m a y b e d i r e c t l y l i n k e d i n t o t h e L o g s o t h a t t h o s e d i s c r e p - a n c i e s a r e e l i m i n a t e d a n d a s i n g l e p a v e m e n t , p r o j e c t , o r b r i d g e c o n d i t i o n c a n e x i s t a n d b e m a i n t a i n e d s o l e l y i n s i d e o f i t s o w n m a n a g e m e n t s y s t e m , y e t b e “ v i e w e d ” t h r o u g h t h e f o r m a t o f t h e S H S L o g , o r o t h e r f o r m a t s t h a t a r e c u r r e n t l y u n d e r d e v e l o p m e n t a t A D O T . I f y o u h a v e a p a r t i c u l a r i s s u e w i t h s o m e t h i n g t h a t t h e l o g m i s r e p o r t s , w e a r e i n t e r e s t e d i n m a k i n g i t r i g h t . H o w e v e r , w e a s k t h a t y o u h e l p u s b y i d e n t i f y i n g t h e p r o b l e m b y p r i n t i n g t h e c e r t a i n p a g e ( s ) a n d m a r k i n g t h e m u p a n d s e n d i n g t h e m t o t h e D a t a T e a m a t M a i l D r o p 0 7 0 R . P l e a s e i n c l u d e h e l p f u l i n f o r m a t i o n t h a t y o u m a y k n o w s u c h a s t h e p r o j e c t n u m b e r o r s o u r c e o f d a t a t h a t w i l l h e l p u s c o n f i r m a n d f i x t h e p r o b l e m . 0 8 / 2 5 / 9 8 I N T R O D U C I N G : T H E A R I Z O N A S T A T E H I G H W A Y S Y S T E M L O G ( a s o f 1 2 / 3 1 / 1 9 9 7 ) T o : U s e r s o f t h e H i g h w a y L o g F r o m : R o b e r t E . P i k e , A D O T D a t a T e a m T h i s L o g i n c o r p o r a t e s f o u r y e a r s o f S t a t e H i g h w a y S y s t e m ( S H S ) i m p r o v e m e n t s a n d c h a n g e s b e - t w e e n t h e p r e v i o u s L o g ( a s o f D e c e m b e r 3 1 , 1 9 9 2 ) a n d D e c e m b e r 3 1 , 1 9 9 6 . T h e n e w e r p r o j e c t s a d d e d t o t h e L o g w e r e i d e n t i f i e d f r o m t h e d a t a b a s e o f c o m p l e t e d c o n t r a c t s h e l d b y t h e P r o g r a m m i n g a n d P r o j e c t S c h e d u l i n g T e a m . P r o j e c t p l a n s f r o m E n g i n e e r i n g R e c o r d s w e r e e v a l u a t e d a n d i m p l e - m e n t e d i n t o t h i s L o g . T h e S H S v i d e o l o g w a s r e v i e w e d i n o r d e r t o a s c e r t a i n t h e c o m p l e t e n e s s o f e a c h p r o j e c t a n d t h e c o m p r e h e n s i v i t y o f t h e “ A s - b u i l t ” p r o j e c t p l a n s . T h e u s e o f t h e v i d e o l o g a l s o r e v e a l e d t h a t s e v e r a l p r o j e c t s a p p a r e n t l y c o m p l e t e d d u r i n g t h e 1 9 8 8 - 1 9 9 2 t i m e p e r i o d w e r e n o t r e p r e s e n t e d i n t h e 1 9 9 2 S H S L o g . F u n d i n g w a s n o t a v a i l a b l e t o c o r r e c t t h e s e d e f i c i e n c i e s d u r i n g t h e c o u r s e o f t h i s e f f o r t ( w h i c h a d d r e s s e d p r o j e c t s c o m p l e t e d i n t h e 1 9 9 3 - 9 6 t i m e f r a m e ) . T h e r e f o r e , w e a s k f o r y o u r u n d e r s t a n d i n g a s w e l l a s a s s i s t a n c e i n i n d e n t i f y i n g c u r r e n t d e f i c i e n c i e s . T h e L o g h a s m i g r a t e d t o a n e l e c t r o n i c d i s p l a y e n v i r o n m e n t , r e q u i r i n g o n l y a C D - R O M d r i v e a n d M i c r o s o f t N T . A p r i n t e r i s r e q u i r e d t o o b t a i n h a r d c o p y o u t p u t , w h i c h c a n b e f i l t e r e d f o r t h e t y p e o f i n f o r m a t i o n r e q u e s t e d . T h e a p p l i c a t i o n i s c a p a b l e o f b e i n g a c c e s s e d v i a l o c a l a n d w i d e a r e a n e t w o r k s i n t h e f u t u r e . I f s p e c i f i c i n t e r e s t i n t h e l o g i s c o n t i n u e d , m a i n t e n a n c e c o u l d h a p p e n o n a c o n t i n u a l b a s i s o n c e f u n d i n g i s i d e n t i f i e d . T h i s m e a n s t h a t t h e e l e c t r o n i c v e r s i o n o f t h e l o g c o u l d r e m a i n c u r - r e n t a s e a c h p r o j e c t i s c o m p l e t e d , a l l o w i n g L A N a n d W A N u s e r s t h e c a p a c i t y t o a l w a y s h a v e t h e m o s t c u r r e n t i n f o r m a t i o n a t t h e i r d e s k t o p s . I f y o u h a v e a p a r t i c u l a r i s s u e w i t h s o m e t h i n g t h a t t h e l o g m i s r e p o r t s , w e a r e i n t e r e s t e d i n m a k i n g i t r i g h t . H o w e v e r , w e a s k t h a t y o u h e l p u s b y i d e n t i f y i n g t h e p r o b l e m b y p r i n t i n g t h e c e r t a i n p a g e ( s ) a n d m a r k i n g t h e m u p a n d s e n d i n g t h e m t o t h e D a t a T e a m a t M a i l D r o p 1 4 7 A . P l e a s e i n c l u d e h e l p f u l i n f o r m a t i o n t h a t y o u m a y k n o w s u c h a s t h e p r o j e c t n u m b e r o r s o u r c e o f d a t a t h a t w i l l h e l p u s c o n f i r m a n d f i x t h e p r o b l e m . T h e n y o u m a y b e a b l e t o s e e t h e c h a n g e s t a k e p l a c e b y v i e w i n g t h e l o g o v e r t h e W A N o r L A N . W e h o p e t h a t y o u f i n d t h e n e w f o r m a t o f t h e l o g u s e r - f r i e n d l y . M a n y g o o d s u g g e s t i o n s f r o m i n t e r - e s t e d p a r t i e s w e r e i n c o r p o r a t e d i n t o t h i s v e r s i o n . T h e s i z e o f t h e p r i n t e d l o g g r e w b y 2 0 p a g e s o v e r 4 y e a r s . H o w e v e r , t h e e l e c t r o n i c v e r s i o n c a n b e p r i n t e d i n s h o r t e r v e r s i o n s ( s h o w o n l y t r a f f i c c o u n t s t a t i o n s o r s h o w o n l y f r o n t a g e r o a d s , e t c . ) a n d b y s p e c i f i c r o u t e s . B e c a u s e o f t h e l a c k o f c o m p l e t e n e s s a c k n o w l e d g e d i n t h i s L o g , y o u m a y f i n d d i s c r e p a n c i e s b e t w e e n t h i s d o c u m e n t a n d o t h e r d a t a b a s e s s u c h a s t h e b r i d g e o r p a v e m e n t m a n a g e m e n t s y s t e m s . A s t h e m a n a g e m e n t s y s t e m s a r r i v e i n a c l i e n t - s e r v e r e n v i r o n m e n t , t h e y m a y b e d i r e c t l y l i n k e d i n t o t h e L o g s o t h a t t h o s e d i s c r e p a n c i e s a r e e l i m i n a t e d a n d a s i n g l e p a v e m e n t , p r o j e c t , o r b r i d g e c o n d i t i o n c a n e x i s t a n d b e m a i n t a i n e d s o l e l y i n s i d e o f i t s o w n m a n a g e m e n t s y s t e m , y e t b e “ v i e w e d ” t h r o u g h t h e f o r m a t o f t h e S H S L o g , o r o t h e r f o r m a t s t h a t a r e c u r r e n t l y u n d e r d e v e l o p m e n t a t A D O T . 1 1 / 1 8 / 9 7 I N T R O D U C I N G : T H E A R I Z O N A S T A T E H I G H W A Y S Y S T E M L O G ( a s o f 1 2 / 3 1 / 1 9 9 6 ) Route Name ( 5 Char.) Abbreviation Description Char 1: I - Interstate Highway ( System) S - State Highway U - US Highway Char 2: null - none ( Qualifier) A - Alternate B - Business L - Loop S - Spur T - Truck Route X - Temporary Y - Wye Char 3- 5: Left packed with zeros ( Route Number) Two exceptions to above rule: 3rd Char. = “ Y†for SAY89 and SLY89 Junction Type Abbreviation Description [ ] Intersection Geometrics Descriptor 1 Right Turn Lane in Cardinal Direction 2 Left Turn Lane in Cardinal Direction 3 Right Turn Lane in Non- Cardinal Direction 4 Left Turn Lane in Non- Cardinal Direction B Intersecting Street to Left and Right L Intersecting Street to Left R Intersecting Street to Right Sym Abbreviation Description BR Bridge DH Divided Highway Project EB Eastbound EQ Equation FR Frontage Road IS Inspection Station J Junction JB Jurisdictional Boundary MD Median MP 1988 Milepost Log Entry NB Northbound OP Overpass PL Passing Lane RA Rest Area SB Southbound SC Striping Change SVP Slow Vehicle Pullout TCS Traffic Count Station TI Traffic Interchange TN Tunnel TR Truck Escape Ramp UB Urban Boundary UH Undivided Highway Project UP Underpass WB Westbound WS Weigh Station X Other Informational Item Pavement/ Shoulder Type Abbreviation Description AC Asphaltic Concrete BST Bituminous Surface Treated CCMB Combination Concrete and Mixed Bituminous MBH Mixed Bituminous, High Type MBL Mixed Bituminous, Low Type PCC Portland Cement Concrete Other Abbreviations and Descriptions Abbreviation Description aka also known as AADT Average Annual Daily Traffic Ave Avenue Beg Begin Blvd Boulevard dir CL City Limit dir UB Urban Boundary Dr Drive Elev Elevation Fwy Freeway GS Grade Separated Hwy. Crossing IR Indian Reservation MI Theoretical Route Mile MR Military Reservation NF National Forest NM National Monument NP National Park Ovlp Overlap Rd Road RR Railroad St Street TI Traffic Interchange Where dir = E for East N for North S for South W for West 1997 ARIZONA STATE HIGHWAY SYSTEM LOG LEGEND LEGEND ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 0.00 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile I 008 0.00 0.00 J Beg I 008 at AZ/ CA State Line ----- UB Inside Yuma UB JB Yuma County DH Colorado River BR 4 EB Colorado River BR 78 PCC PCC 0.38 2 4 24 10 WB Colorado River BR 78 PCC PCC 0.38 2 10 24 4 MD Conc Median Barrier X Curb to Left and Right 0.30 0.30 TCS 15108 0.38 0.38 DH I 8 9 2 4 EB I 8 9 2 78 PCC PCC 0.20 2 4 24 10 WB I 8 9 2 78 PCC PCC 0.20 2 10 24 4 MD Var Soil Median 0.57 0.57 J Exit # 1( Giss Pkwy) ----- TI 4th Street OP ( EB) 76 1.18 1 2 12 8 205 ft Conc TI 4th Street OP ( WB) 76 1.16 1 8 12 2 204 ft Conc 0.58 0.58 DH I 8 1 62 4 EB I 8 1 62 76 PCC PCC 0.52 2 4 24 10 WB I 8 1 62 76 PCC PCC 0.52 2 10 24 4 MD Var Soil Median 0.95 0.95 WS Weigh Station 1.10 1.10 DH I 8 1 62 4 EB I 8 1 62 76 AC MBH 1.30 2 4 24 10 WB I 8 1 62 76 AC MBH 1.30 2 10 24 4 MD Var Soil Median 1.70 1.70 TCS 15386 1.97 1.97 FR Two Way Frontage Rd Right MBH 0.26 2 1 24 1 2.23 2.23 J Exit # 2 ( 16th St) ----- TI U 095 UP ( EB) 70 0.86 1 2 12 8 17 ' - 03" TI U 095 UP ( WB) 70 0.80 1 8 12 2 16 ' - 04" 2.40 2.40 DH I 8 1 59 49 4 EB I 8 1 59 49 72 AC MBH 0.52 2 4 24 10 WB I 8 1 59 49 72 AC MBH 0.52 2 10 24 4 MD Var Soil Median 2.60 2.60 TCS 21045 2.92 2.92 UP Ave 2E ( EB) 70 2 4 24 10 16 ' - 06" UP Ave 2E ( WB) 70 2 10 24 4 16 ' - 03" DH I 8 1 59 42 4 EB I 8 1 59 42 72 AC MBH 7.24 2 4 24 10 WB I 8 1 59 42 72 AC MBH 7.24 2 10 24 4 MD Var Soil Median Printed: 3/ 21/ 00 Page: 1 MP 2.92 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 3.98 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 3.98 3.98 J Exit # 3 at S 280 ----- UB ECL UB Yuma TI Ave 3E OP ( EB) 70 0.55 1 2 12 8 119 ft Conc TI Ave 3E OP ( WB) 70 0.63 1 8 12 2 129 ft Conc FR Two Way Frontage Rd Left MBH 1.32 2 1 24 1 5.02 5.02 FR Two Way Frontage Rd Right MBH 3.16 2 1 24 1 5.80 5.80 TCS 19101 7.63 7.63 J Exit # 7 ----- TI Araby Rd OP ( EB) 68 0.96 1 2 12 8 147 ft Conc TI Araby Rd OP ( WB) 68 1.04 1 8 12 2 147 ft Conc 8.50 8.50 TCS 17585 8.68 8.68 OP Union Pacific RR ( EB) 68 2 3 24 3 281 ft Steel 8.72 8.72 OP Union Pacific RR ( WB) 68 2 3 24 3 281 ft Steel 9.38 9.38 J B Canal UB WUB Fortuna Foothills 9.40 9.40 J Exit # 9 at SB008 ----- TI East Yuma OP ( EB) 68 0.73 1 2 12 8 313 ft Conc 9.42 9.42 TI East Yuma OP ( WB) 68 1.55 1 8 12 2 313 ft Conc 10.16 10.16 DH I 8 1 42 4 EB I 8 1 42 68 AC MBH 1.41 2 4 24 10 WB I 8 1 42 68 AC MBH 1.41 2 10 24 4 MD Var Soil Median 10.80 10.80 TCS 22707 11.57 11.57 DH I 8 1 38 4 EB I 8 1 38 67 AC MBH 2.18 2 4 24 10 WB I 8 1 38 67 AC MBH 2.18 2 10 24 4 MD Var Soil Median 12.21 12.21 J Exit # 12 ----- TI Fortuna Rd UP ( EB) 97 0.69 1 2 14 6 0 ft TI Fortuna Rd UP ( WB) 97 0.59 1 6 14 2 0 ft 13.00 13.00 TCS 18615 13.75 13.75 DH I 8 1 88 4 EB I 8 1 88 89 AC MBH 1.13 2 4 24 10 WB I 8 1 88 89 AC MBH 1.13 2 10 24 4 MD Var Soil Median 14.24 14.24 J Exit # 14 ----- TI Foothills Blvd UP ( EB) 88 0.65 2 2 24 2 16 ' - 06" TI Foothills Blvd UP ( WB) 88 0.59 2 2 24 2 16 ' - 06" 14.87 14.87 BR Fortuna Wash ( EB) 67 2 4 24 10 215 ft Conc BR Fortuna Wash ( WB) 67 2 10 24 4 215 ft Conc Printed: 3/ 21/ 00 Page: 2 MP 14.87 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 14.88 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 14.88 14.88 DH I 8 1 38 4 EB I 8 1 38 67 AC MBH 2.30 2 4 24 10 WB I 8 1 38 67 AC MBH 2.30 2 10 24 4 MD Var Soil Median 14.98 14.98 OP Fortuna Frontage Rd ( EB) 67 2 4 24 10 94 ft Conc OP Fortuna Frontage Rd ( WB) 67 2 10 24 4 94 ft Conc 16.60 16.60 TCS 9800 16.64 16.64 IS Border Patrol Inspection Station ( EB) 0.95 2 0 24 0 17.18 17.18 DH I 8 1 21 4 EB I 8 1 21 67 AC MBH 3.35 2 4 24 10 WB I 8 1 21 67 AC MBH 3.35 2 10 24 4 MD Var Soil Median 18.88 18.88 UP Telegraph Pass ( EB) 67 2 4 24 10 16 ' - 04" OP Telegraph Pass ( WB) 67 2 3 24 3 267 ft Steel 19.70 19.70 UB EUB Fortuna Foothills X Gila Mountains Divide 20.36 20.36 UP Dome ( EB) 67 2 4 24 10 16 ' - 03" OP Dome ( WB) 67 2 3 24 3 249 ft Steel 20.53 20.53 DH I 8 1 43 4 EB I 8 1 43 71 AC MBH 8.44 2 4 24 10 WB I 8 1 43 71 AC MBH 8.44 2 10 24 4 MD Var Soil Median 21.03 21.03 J Exit # 21 ----- TI Dome Valley Rd ( EB) 69 0.93 1 2 12 8 19 ' - 07" 21.07 21.07 TI Dome Valley Rd ( WB) 69 0.59 1 8 12 2 16 ' - 04" 22.10 22.10 RA Ligurta Parking 1.31 1 2 12 8 22.90 22.90 BR Red Top Wash ( EB) 69 2 4 24 10 157 ft Conc BR Red Top Wash ( WB) 69 2 10 24 4 157 ft Conc 24.09 24.09 BR Ligurta Wash ( EB) 69 2 4 24 10 469 ft Conc BR Ligurta Wash ( WB) 69 2 10 24 4 469 ft Conc 24.86 24.86 FR Two Way Frontage Rd Left 2.36 2 0 24 0 25.90 25.90 TCS 9081 26.70 26.70 OP Adonde Rd ( EB) 69 2 4 24 10 107 ft Conc OP Adonde Rd ( WB) 69 2 10 24 4 107 ft Conc 28.97 28.97 DH I8 1 86 43 4 EB I8 1 86 43 89 AC MBH 8.09 2 4 24 10 WB I8 1 86 43 89 AC MBH 7.70 2 10 24 4 MD Var Soil Median 30.80 30.80 J Exit # 30 ( Ave 29E) ----- TI Wellton UP ( EB) 69 0.68 1 2 12 8 16 ' - 03" Printed: 3/ 21/ 00 Page: 3 MP 30.80 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 30.80 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 30.80 30.80 TI Wellton UP ( WB) 69 0.56 1 8 12 2 16 ' - 06" 31.53 31.53 BR Wallton Canal 32.88 32.88 UP Ave 31E ( EB) 69 2 10 24 4 16 ' - 04" UP Ave 31E ( WB) 69 2 4 24 10 16 ' - 02" 34.40 34.40 TCS 7968 34.91 34.91 UP Ave 33E ( EB) 69 2 4 24 10 20 ' - 04" UP Ave 33E ( WB) 69 2 10 24 4 21 ' - 11" 36.39 36.39 BR Mohawk Canal ( EB) 69 2 4 24 10 189 ft Steel BR Mohawk Canal ( WB) 69 2 10 24 4 212 ft Steel 37.06 37.06 DH I 8 1 44 4 EB I 8 1 44 70 AC MBH 18.26 2 4 24 10 WB I 8 1 44 70 AC MBH 18.26 2 10 24 4 MD Var Soil Median 37.95 37.95 J Exit # 37 ( Ave 36E) ----- TI Roll UP ( EB) 66 0.66 1 2 12 8 16 ' - 04" TI Roll UP ( WB) 66 0.64 1 8 12 2 16 ' - 06" 40.30 40.30 TCS 8283 42.06 42.06 J Exit # 42 ( Ave 40E) ----- TI Tacna UP ( EB) 66 0.61 1 2 12 8 16 ' - 08" TI Tacna UP ( WB) 66 0.64 1 8 12 2 16 ' - 07" 48.50 48.50 TCS 7979 54.88 54.88 OP Union Pacific RR ( EB) 66 2 4 24 10 153 ft Steel OP Union Pacific RR ( WB) 66 2 10 24 8 153 ft Steel 54.96 54.96 J Exit # 54 ( Ave 52.5E) ----- TI Mohawk OP ( EB) 63 0.79 1 2 12 8 158 ft Conc TI Mohawk OP ( WB) 63 0.54 1 8 12 2 158 ft Conc FR Two Way Frontage Rd Left 12.45 2 0 24 0 55.32 55.32 DH I8 1 45 17 IN 55 6 4 EB I8 1 45 IN55 6 65 AC MBH 0.13 2 4 24 10 WB I8 1 17 64 AC MBH 0.13 2 10 24 4 MD Var Soil Median 55.45 55.45 DH I8 1 45 17 IN 55 6 4 EB I8 1 45 IN55 6 88 AC MBH 0.05 2 4 24 10 WB I8 1 80 17 82 AC MBH 0.05 2 10 24 4 MD Var Soil Median 55.50 55.50 DH I8 1 85 17 IN 55 6 4 EB I8 1 85 IN556 88 AC MBH 1.25 2 4 24 10 WB I8 1 85 17 82 AC MBH 1.25 2 10 24 4 MD Var Soil Median 55.93 55.93 RA Mohawk Rest Areas 0.85 1 2 12 8 Printed: 3/ 21/ 00 Page: 4 MP 55.93 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 56.75 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 56.75 56.75 DH I8 1 13 85 80F169 3 4 EB I8 1 85 FI69 3 88 AC MBH 9.18 2 6 24 10 WB I8 1 80 13 82 AC MBH 9.18 2 10 24 4 MD Var Soil Median 60.20 60.20 TCS 7823 62.65 62.65 FR Two Way Frontage Rd Right G 3.29 2 1 22 1 65.93 65.93 DH I8 1 70 10 IN 2 1 4 EB I8 1 70 10IN10 2 79 AC MBH 0.02 2 4 24 10 WB I8 1 70 10 79 AC MBH 0.02 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Right G 1.48 2 1 22 1 65.95 65.95 DH IM- 8- 1( 96) 4 EB IM- 8- 1( 96) 95 AC AC 6.06 2 4 24 10 WB IM- 8- 1( 96) 95 AC AC 6.06 2 10 24 4 MD 76 ft Soil Median 67.41 67.41 J Exit # 67 ----- TI Dateland OP ( EB) 62 0.67 1 2 12 8 107 ft Conc TI Dateland OP ( WB) 62 0.74 1 8 12 2 107 ft Conc FR Two Way Frontage Rd Right G 5.12 2 1 22 1 FR Two Way Frontage Rd Left G 4.31 2 1 22 1 70.00 70.00 TCS 9056 72.01 72.01 DH I8 1 70 10 I 2 1 2 4 EB I8 1 70 10 I 2 1 79 AC MBH 0.52 2 4 24 10 WB I8 1 70 10 79 AC MBH 0.52 2 10 24 4 MD Var Soil Median 72.53 72.53 DH I8 1 70 I 2 1 2 4 EB I8 1 70 I 2 1 2 79 AC MBH 7.33 2 4 24 10 WB I8 1 70 8 79 AC MBH 7.33 2 10 24 4 MD 74 ft Soil Median FR Two Way Frontage Rd Right 7.33 2 0 24 0 73.48 73.48 J Exit # 73 ----- TI Aztec Rd OP ( EB) 62 0.67 1 2 12 8 97 ft Conc TI Aztec Rd OP ( WB) 62 0.69 1 8 12 2 97 ft Conc FR Two Way Frontage Rd Left 1.30 2 0 24 0 76.24 76.24 FR Two Way Frontage Rd Left 0.60 2 0 24 0 76.50 76.50 TCS 8245 76.84 76.84 FR Two Way Frontage Rd Left 2.09 2 0 24 0 78.46 78.46 J Exit # 78 ----- TI Spot Rd OP ( EB) 62 0.79 1 2 12 8 97 ft Conc TI Spot Rd OP ( WB) 62 0.72 1 8 12 2 97 ft Conc 78.94 78.94 FR Two Way Frontage Rd Left 0.92 2 0 24 0 Printed: 3/ 21/ 00 Page: 5 MP 78.94 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 79.86 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 79.86 79.86 JB Maricopa County DH I8 2 503 76 48 23 4 EB I8 2 503 48 79 AC MBH 8.20 2 4 24 10 WB I8 2 76 23 78 AC MBH 8.20 2 10 24 4 MD Var Soil Median FR Two Way Frontage Rd Left 1.96 2 0 24 0 81.00 81.00 TCS 7410 83.83 83.83 RA Sentinel Rest Areas 0.94 1 2 12 8 85.49 85.49 FR Two Way Frontage Rd Left 0.48 2 0 24 0 85.97 85.97 FR Two Way Frontage Rd Left MBH 0.13 2 1 24 1 86.10 86.10 FR Two Way Frontage Rd Left 1.65 2 0 24 0 87.04 87.04 J Exit # 87 ----- TI Sentinel OP ( EB) 62 0.65 1 2 12 8 97 ft Conc TI Sentinel OP ( WB) 62 0.68 1 8 12 2 97 ft Conc 88.06 88.06 DH I8 2 76 21 F69 34 4 EB I8 2 503 F69 34 79 AC MBH 0.09 2 4 24 10 WB I8 2 76 21 78 AC MBH 0.09 2 10 24 4 MD 76 ft Soil Median 88.15 88.15 DH I8 2 76 21 F69 34 4 EB I8 2 76 21F6934 78 AC MBH 7.71 2 4 24 10 WB I8 2 76 21 78 AC MBH 7.71 2 10 24 4 MD 76 ft Soil Median 91.30 91.30 TCS 7531 95.86 95.86 DH I8 2 57 17 FI 65 5 4 EB I8 2 57 FI 65 5 69 AC MBH 4.14 2 4 24 10 WB I8 2 57 17 69 AC MBH 4.14 2 10 24 4 MD 74 ft Soil Median 100.00 100.00 DH I8 2 57 85 FI 65 5 4 EB I8 2 57FI 65 5 69 AC MBH 6.00 2 4 24 10 WB I8 2 85 57 86 AC MBH 6.00 2 10 24 4 MD 74 ft Soil Median 100.75 100.75 FR Two Way Frontage Rd Right MBH 1.09 2 1 24 1 101.84 101.84 FR Two Way Frontage Rd Right 3.66 2 0 24 0 102.23 102.23 J Exit # 102 ----- TI Painted Rock OP ( EB) 58 0.67 1 2 12 8 89 ft Conc TI Painted Rock OP ( WB) 58 0.66 1 8 12 2 89 ft Conc 104.00 104.00 TCS 7756 106.00 106.00 DH IM- 8- 2( 96) 4 EB IM- 8- 2( 96) 94 AC AC 9.18 2 4 24 10 WB IM- 8- 2( 96) 94 AC AC 9.18 2 10 24 4 MD 76 ft Soil Median Printed: 3/ 21/ 00 Page: 6 MP 106.00 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 106.00 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 106.25 106.25 FR Two Way Frontage Rd Right G 8.25 2 1 22 1 106.51 106.51 J Exit # 106 ----- TI Paloma OP ( EB) 60 0.72 1 2 12 8 97 ft Conc TI Paloma OP ( WB) 60 0.71 1 8 12 2 97 ft Conc 108.00 108.00 TCS 7815 111.42 111.42 J Exit # 111 ----- TI Citrus Valley OP ( EB) 60 0.79 1 2 12 8 97 ft Conc TI Citrus Valley OP ( WB) 60 0.78 1 8 12 2 97 ft Conc 112.80 112.80 TCS 7988 113.24 113.24 FR Two Way Frontage Rd Left BST 1.49 2 1 24 1 115.14 115.14 J Exit # 115 at SB008 W ----- TI W Gila Bend OP ( EB) 71 1.12 1 2 12 8 659 ft Conc TI W Gila Bend OP ( WB) 71 0.55 1 8 12 2 659 ft Conc FR Two Way Frontage Rd Right BST 0.49 2 1 24 1 115.18 115.18 DH I8 2 45 40 4 EB I8 2 45 40 73 AC MBH 0.77 2 4 24 10 WB I8 2 45 40 73 AC MBH 0.77 2 10 24 4 MD Var Soil Median 115.40 115.40 TCS 3724 115.62 115.62 J Exit # 116 ----- TI S 085 OP ( EB) 71 0.16 1 2 12 8 171 ft Conc TI S 085 OP ( WB) 71 0.21 1 8 12 2 171 ft Conc 115.95 115.95 DH I8 2 88 45 44 4 EB I8 2 45 44 88 AC MBH 1.48 2 4 24 10 WB I8 2 88 45 44 88 AC MBH 1.48 2 10 24 4 MD Var Soil Median 116.10 116.10 TCS 4511 116.35 116.35 OP Tucson Cornelia & Gila Bend RR ( Inactive) ( EB) 69 2 4 24 10 120 ft Conc OP Tucson Cornelia & Gila Bend RR ( Inactive) ( WB) 69 2 10 24 4 120 ft Conc 116.76 116.76 OP County Rd ( EB) 69 2 4 24 10 107 ft Conc OP County Rd ( WB) 69 2 10 24 4 107 ft Conc 117.38 117.38 BR Sand Tanks Wash ( EB) 69 2 4 24 10 201 ft Conc BR Sand Tanks Wash ( WB) 69 2 10 24 4 201 ft Conc 117.43 117.43 DH I8 2 88 45 44 4 EB I8 2 88 45 44 88 AC MBH 2.21 2 4 24 10 WB I8 2 88 45 44 88 AC MBH 2.21 2 10 24 4 MD Var Soil Median 119.42 119.42 J Exit # 119 at SB008 E ----- TI E Gila Bend UP ( EB) 69 0.44 1 2 12 8 16 ' - 06" TI E Gila Bend UP ( WB) 69 0.79 1 8 12 2 16 ' - 11" FR Two Way Frontage Rd Right BST 0.49 2 1 24 1 Printed: 3/ 21/ 00 Page: 7 MP 119.42 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 119.42 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 119.64 119.64 DH I8 2 80 45 8 4 EB I8 2 80 45 8 82 AC MBH 0.21 2 4 24 10 WB I8 2 80 45 8 82 AC MBH 0.21 2 10 24 4 MD 76 ft Soil Median 119.85 119.85 DH I8 2 80 8 4 EB I8 2 80 8 82 AC MBH 14.71 2 4 24 10 WB I8 2 80 8 82 AC MBH 14.71 2 10 24 4 MD 76 ft Soil Median 120.10 120.10 TCS 6089 123.41 123.41 RA Gila Bend Rest Areas ( Closed) 0.74 1 2 12 8 134.56 134.56 DH I8 2 79 12 4 EB I8 2 79 12 81 AC MBH 0.05 2 4 24 10 WB I8 2 79 12 81 AC MBH 0.05 2 10 24 4 MD 76 ft Soil Median 134.61 134.61 DH AC- FIR- 8- 2( 94) 4 EB AC- FIR- 8- 2( 94) 92 AC AC 6.58 2 4 24 10 WB AC- FIR- 8- 2( 94) 92 AC AC 6.58 2 10 24 4 MD 76 ft Soil Median 140.81 140.81 J Exit # 140 ----- TI Freeman Rd OP ( EB) 58 0.45 1 2 12 8 29 ft Conc TI Freeman Rd OP ( WB) 58 0.38 1 8 12 2 29 ft Conc 141.19 141.19 DH I8 2 79 4 4 EB I8 2 79 4 81 AC MBH 1.48 2 4 24 10 WB I8 2 79 4 81 AC MBH 1.48 2 10 24 4 MD 76 ft Soil Median 142.67 142.67 DH I8 2 79 11 4 EB I8 2 79 11 81 AC MBH 4.93 2 4 24 10 WB I8 2 79 11 81 AC MBH 4.93 2 10 24 4 MD 76 ft Soil Median 143.00 143.00 TCS 6347 144.57 144.57 J Exit # 144 ----- TI Vekol Rd UP ( EB) 59 0.28 1 2 12 8 16 ' - 01" TI Vekol Rd UP ( WB) 59 0.77 1 8 12 2 16 ' - 01" 144.73 144.73 BR Vekol Wash ( EB) 59 2 10 24 14 190 ft Conc BR Vekol Wash ( WB) 54 2 10 24 6 188 ft Conc 147.00 147.00 TCS 4786 147.60 147.60 JB Pinal County DH I8 2 91 63 9 4 EB I8 2 91 63 9 90 AC MBH 3.55 2 4 24 10 WB I8 2 63 9 74 AC MBH 3.55 2 10 24 4 MD 76 ft Soil Median Printed: 3/ 21/ 00 Page: 8 MP 147.60 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 148.85 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 148.85 148.85 RA Table Top Rest Area ( EB) 0.19 1 2 12 8 150.85 150.85 RA Table Top Rest Area ( WB) 0.19 1 8 12 2 151.15 151.15 DH I8 2 91 47 46 9 61B 4 EB I8 2 91 47 9 90 AC MBH 0.06 2 4 24 10 WB I8 2 47 46 61B 68 AC MBH 0.06 2 10 24 4 MD 76 ft Soil Median 151.21 151.21 DH I 8 2 91 46 4 EB I 8 2 91 46 90 AC MBH 9.56 2 4 24 10 WB I 8 2 46 68 AC MBH 9.56 2 10 24 4 MD 76 ft Soil Median 151.68 151.68 J Exit # 151 at S 084 ----- TI Maricopa Rd UP ( EB) 62 0.72 1 2 12 8 16 ' - 00" TI Maricopa Rd UP ( WB) 62 0.48 1 8 12 2 16 ' - 04" FR Two Way Frontage Rd Right 0.68 2 1 24 1 157.57 157.57 OP Smith Rd ( EB) 62 2 4 24 10 90 ft Conc OP Smith Rd ( WB) 62 2 10 24 4 90 ft Conc 159.10 159.10 TCS 4927 160.77 160.77 DH IM- 8- 2( 99) 4 EB IM- 8- 2( 99) 95 AC AC 0.10 2 3 26 9 WB I 8 2 46 68 AC MBH 0.10 2 10 24 4 MD 76 ft Soil Median 160.87 160.87 DH IM- 8- 2( 99) 4 EB IM- 8- 2( 99) 95 AC AC 9.12 2 3 26 9 WB IM- 8- 2( 99) 95 AC AC 9.12 2 9 26 3 MD 76 ft Soil Median 161.53 161.53 J Exit # 161 ----- TI Stanfield Rd UP ( EB) 65 0.68 1 2 12 8 16 ' - 03" TI Stanfield Rd UP ( WB) 65 0.61 1 8 12 2 16 ' - 05" 162.40 162.40 TCS 5091 162.53 162.53 UP Murphy Rd ( EB) 65 2 4 24 10 16 ' - 04" UP Murphy Rd ( WB) 65 2 10 24 4 16 ' - 00" 163.06 163.06 BR Santa Rosa Wash ( EB) 65 2 3 24 3 620 ft Conc BR Santa Rosa Wash ( WB) 65 2 3 24 3 620 ft Conc 164.54 164.54 UP Russell Rd ( EB) 65 2 4 24 10 16 ' - 01" UP Russell Rd ( WB) 65 2 10 24 4 16 ' - 05" 166.53 166.53 UP Midway Rd ( EB) 66 2 4 24 10 16 ' - 06" UP Midway Rd ( WB) 66 2 10 24 4 17 ' - 03" 166.91 166.91 BR Greenes Wash ( EB) 66 2 3 24 3 471 ft Conc BR Greenes Wash ( WB) 66 2 3 24 3 471 ft Conc 167.53 167.53 J Exit # 167 ----- TI Montgomery Rd UP ( EB) 66 0.39 1 2 12 8 16 ' - 03" Printed: 3/ 21/ 00 Page: 9 MP 167.53 I 008 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 008 MP 167.53 I 008 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 167.53 167.53 TI Montgomery Rd UP ( WB) 66 0.39 1 8 12 2 16 ' - 09" 168.70 168.70 TCS 4956 169.54 169.54 J Exit # 169 ----- TI Bianco Rd UP ( EB) 66 0.47 1 2 12 8 16 ' - 06" TI Bianco Rd UP ( WB) 66 0.45 1 8 12 2 16 ' - 08" 169.99 169.99 DH I 8 2 47 4 EB I 8 2 47 70 AC MBH 0.04 2 4 24 10 WB I 8 2 47 70 AC MBH 0.04 2 10 24 4 MD 76 ft Soil Median 170.03 170.03 DH IM- 8- 2( 97) 4 EB IM- 8- 2( 97) 95 AC AC 7.94 2 4 24 10 WB IM- 8- 2( 97) 95 AC AC 7.94 2 10 24 4 MD 76 ft Soil Median 170.70 170.70 TCS 5193 170.94 170.94 BR Santa Cruz Wash ( EB) 66 2 3 24 3 351 ft Conc BR Santa Cruz Wash ( WB) 66 2 3 24 3 351 ft Conc 172.53 172.53 J Exit # 172 ----- TI Thornton Rd UP ( EB) 67 0.39 1 2 12 8 15 ' - 10" TI Thornton Rd UP ( WB) 67 0.74 1 8 12 2 15 ' - 09" 173.50 173.50 TCS 6130 173.54 173.54 UP Chuichu Rd ( EB) 67 2 4 24 10 15 ' - 11" UP Chuichu Rd ( WB) 67 2 10 24 4 16 ' - 04" 174.54 174.54 J Exit # 174 ----- TI Trekell Rd UP ( EB) 67 0.49 1 2 12 8 15 ' - 11" TI Trekell Rd UP ( WB) 67 0.41 1 8 12 2 16 ' - 10" FR Two Way Frontage Rd Right 0.30 2 0 24 0 175.66 175.66 UB WUB Casa Grande OP Peart Rd ( EB) 67 2 4 24 10 95 ft Conc OP Peart Rd ( WB) 67 2 10 24 4 95 ft Conc FR Two Way Frontage Rd Right 0.30 2 0 24 0 176.90 176.90 TCS 5550 177.97 177.97 DH I 8 2 47 4 EB I 8 2 47 70 AC MBH 0.36 2 4 24 10 WB I 8 2 47 70 AC MBH 0.36 2 10 24 4 MD 76 ft Soil Median 178.33 178.33 J End I 008 at I 010 on OP ----- Main Direction Route Length: 178.33 mi. Opposite Direction Route Length: 177.94 mi. Lengths of Frontage Roads and Others: 112.06 mi. SB008( 1) 0.00 0.00 J Beg SB008( 1) AZ/ CA State Line on Colorado River Bridge ----- UB NCL Within UB of Yuma JB Inside Yuma County Printed: 3/ 21/ 00 Page: 10 MP 0.00 SB008( 1) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 1) MP 0.00 SB008( 1) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 0.00 0.00 BR Colorado River ( EB) 56 2 2 24 2 837 ft Steel BR Colorado River ( WB) 56 2 2 24 2 837 ft Steel DH FI 407 1 4 EB FI 407 1 56 PCC PCC 0.08 2 2 24 2 WB FI 407 1 56 PCC PCC 0.08 2 2 24 2 MD 6 ft Conc Curbed Median 0.08 0.08 DH M950- 2- 507 4 EB M950- 2- 507 96 AC AC 0.19 2 0 24 2 WB M950- 2- 507 96 AC AC 0.19 2 2 24 0 MD Var Soil Median X Curb to Left and Right 0.10 0.10 TCS 17070 0.27 0.27 J 1st St UH M950- 2- 507 96 AC AC 3.45 4 0 48 0 MD 12 ft Painted Median 1.12 1.12 J 8th St ----- 1.60 1.60 TCS 20746 2.12 2.12 J U 095 aka 16th St ----- 3.00 3.00 TCS 27580 3.72 3.72 DH M950- 2- 507 6 EB M950- 2- 507 96 AC AC 0.22 3 0 36 0 WB M950- 2- 507 96 AC AC 0.22 3 0 36 0 MD Var Soil Median 3.94 3.94 UH M- 950- 2- 508 97 AC AC 0.37 6 0 72 0 4.22 4.22 J 32nd St [ B24] ----- 4.31 4.31 J Catalina Dr. [ B24] UH STP- 950- 2( 8) P 98 AC AC 2.17 6 0 72 0 MD Var Painted Median X Curb to Left and Right 4.35 4.35 X Curb to Left and Right 4.43 4.43 J Median Cross- Over [ U24] 4.51 4.51 J Arizona Ave [ L2] 4.56 4.56 J Ave 1E [ R4] 4.71 4.71 J Chiquita Ave [ B24] 4.82 4.82 J Private Drive's [ B24] 4.96 4.96 J Bonanza Dr [ R24] 5.00 5.00 TCS 26700 X Curb to Left and Right 5.08 5.08 J Fortuna Ave [ B24] Printed: 3/ 21/ 00 Page: 11 MP 5.08 SB008( 1) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 1) MP 5.19 SB008( 1) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 5.19 5.19 J Winsor Dr [ L24] 5.52 5.52 J Ave 2E ----- 5.58 5.58 J Avenue 2E/ Yuma International Airport [ B24] 5.99 5.99 J Dirt Road to Fairgrounds [ L2] 6.00 6.00 TCS 26700 6.09 6.09 J Avenue 2 1/ 2E [ L24] 6.40 6.40 J Median Cross- Over [ U24] 6.48 6.48 DH F020 1 502 11 4 EB F020 1 502 11 67 AC MBH 0.07 2 2 24 10 WB F020 1 502 11 67 AC MBH 0.07 2 10 24 2 MD 16 ft Conc Curbed Median 6.55 7.00 J JCT SR 280 ----- 6.55 EQ MP 6.55 Back Equals 7.00 Ahead 7.00 J S 280 aka Ave 3E North to I 008 UH FI 82 12 52 MBL 0.34 4 0 44 0 6.89 7.34 UH FAP 82B NON 82 49 MBL 1.93 4 0 44 0 7.53 7.98 UB EUB Yuma ( Ave 4E) 8.65 9.10 TCS 13790 8.82 8.82 UH S- 579- 506 97 AC AC 0.26 4 0 44 0 8.95 8.95 J Ave 5E [ B24] 9.08 9.53 UH FAP 82B NON 82 49 MBL 2.27 4 0 44 0 10.04 10.49 J Araby Rd ----- 11.05 11.50 TCS 13284 11.35 11.80 UH FAP 82B NON 82 49 MBL 0.16 4 0 44 0 11.51 11.96 UB WUB Fortuna Foothills DH I 8 1 42 2 EB I 8 1 42 68 AC MBH 0.42 1 2 12 10 WB I 8 1 42 68 AC MBH 0.42 1 8 12 2 MD Var Conc Curbed Median 11.91 12.36 TI EB I 008 UP 68 0.00 0 0 0 0 18 ' - 01" 11.93 12.38 J End SB008( 1) at I 008 Exit # 9 ----- Main Direction Route Length: 11.93 mi. Opposite Direction Route Length: 0.98 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB008( 3) 0.00 117.79 J Beg SB008( 3) at I 008 Exit # 115 near Gila Bend ----- JB Inside Maricopa County UH I8 2 40 FI56 3 71 AC MBH 0.16 2 8 24 8 0.02 117.81 TI WB I 008 UP 71 0.00 2 8 24 8 26 ' - 11" 0.16 117.95 UH F23 1 14F1 56 3 90 AC MBH 0.16 2 8 24 8 Printed: 3/ 21/ 00 Page: 12 MP 117.95 SB008( 3) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB008( 3) MP 117.95 SB008( 3) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 0.32 118.11 UH F23 1 14 FI56 3 90 AC MBH 0.06 2 8 24 8 0.38 118.17 UH F23 1 14F2 2 503 90 AC MBH 2.11 4 2 48 2 MD 12 ft Painted Median X Curb to Left and Right 0.39 118.18 OP S 085 62 2 7 24 7 103 ft Conc 0.51 118.30 TCS 4420 0.58 118.37 J S 085( 1) SB to Ajo ----- 1.51 119.30 TCS 6203 2.49 120.28 DH F023 1 13 102 22 NRS 18 4 EB F023 1 13 NRS18 87 AC MBH 0.10 2 4 24 10 WB F023 1 13 10222 87 AC MBH 0.10 2 10 24 4 MD Var Conc Curbed Median 2.55 120.34 J S 085( 2) NB to Buckeye ----- 2.59 120.38 DH F- 023- 1- 517 4 EB F- 023- 1- 517 93 AC AC 0.62 2 0 24 0 WB F- 023- 1- 517 93 AC AC 0.62 2 2 24 5 MD Var Soil Median 2.65 120.44 OP S 085 WB Only 60 2 3 24 3 93 ft Conc 2.71 120.50 OP Union Pacific RR ( EB) 34 2 3 24 3 148 ft Conc OP Union Pacific RR ( WB) 60 2 0 24 0 140 ft Conc 3.21 121.00 UH F- 023- 1- 517 93 AC AC 1.62 2 6 24 6 3.71 121.50 TCS 2650 4.83 122.62 UH I 8 2 88 45 88 AC MBH 0.21 2 8 24 8 4.89 122.68 JB SCL Gila Bend 5.04 122.83 J End SB008( 3) at I 008 Exit # 119 ----- Main Direction Route Length: 5.04 mi. Opposite Direction Route Length: 0.72 mi. Lengths of Frontage Roads and Others: 0.00 mi. I 010 0.00 0.00 J Beg I 010 at AZ/ CA State line ----- JB La Paz County DH Colorado River BR 4 EB Colorado River BR 77 MBH MBH 0.09 2 10 24 12 WB Colorado River BR 77 MBH MBH 0.09 2 12 24 10 MD Conc Curbed Barrier X Curb to Left and Right 0.09 0.09 DH I 10 1 21 4 EB I 10 1 21 77 AC MBH 0.75 2 10 24 12 WB I 10 1 21 77 AC MBH 0.75 2 12 24 10 MD Conc Median Barrier FR Two Way Frontage Rd Right MBH 0.77 2 1 24 1 FR Two Way Frontage Rd Left BST 0.61 2 1 24 1 Printed: 3/ 21/ 00 Page: 13 MP 0.09 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 0.09 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 0.30 0.30 TCS 19000 0.70 0.70 J Exit # 1 ( Ehrenberg Exit) ----- TI Poston Rd UP ( EB) 77 0.49 1 2 12 8 16 ' - 08" TI Poston Rd UP ( WB) 77 0.56 1 8 12 2 16 ' - 03" 0.84 0.84 DH I10 1 21 FLH1 3 4 EB I10 1 21 FLH1 3 77 AC MBH 0.79 2 4 24 10 WB I10 1 21 77 AC MBH 0.79 2 10 24 4 MD Var Median Barrier 0.86 0.86 FR Two Way Frontage Rd Right BST 0.61 2 1 24 1 1.63 1.63 DH I10 1 21 8 37 FLH 3 4 EB I10 1 21 37FLH3 77 AC MBH 0.12 2 4 24 10 WB I10 1 21 8 77 AC MBH 0.12 2 10 24 4 MD Var Soil Median 1.75 1.75 DH I10 1 54 37 8 FLH 1 3 4 EB I10 1 54 37F1 3 80 AC MBH 0.05 2 4 24 10 WB I10 1 54 8 80 AC MBH 0.05 2 10 24 4 MD Var Soil Median 1.80 1.80 DH IM- 10- 1( 86) 4 EB IM- 10- 1( 86) 95 AC AC 9.90 2 4 24 10 WB IM- 10- 1( 86) 95 AC AC 9.90 2 10 24 4 MD Var Soil Median 2.48 2.48 TCS 16718 3.10 3.10 IS Weigh Station 1.58 4.47 4.47 RA Ehrenberg Rest Areas 0.84 1 2 12 8 5.86 5.86 J Exit # 5 ----- TI Tom Wells UP ( EB) 63 0.57 1 2 12 8 16 ' - 02" TI Tom Wells UP ( WB) 63 0.66 1 8 12 2 16 ' - 04" 7.00 7.00 TCS 20699 11.70 11.70 DH IM- 10- 1( 86) 4 EB IM- 10- 1( 86) 95 AC AC 0.30 2 4 24 10 WB I10 1 70 54 15 89 AC MBH 0.30 2 10 24 4 MD Var Soil Median 11.96 11.96 J Exit # 11 ----- TI Dome Rock OP ( EB) 63 0.39 1 2 12 2 89 ft Conc TI Dome Rock OP ( WB) 63 0.43 1 2 12 2 89 ft Conc FR One Way Frontage Rd Right MBH 0.15 2 1 24 1 FR One Way Frontage Rd Left MBH 0.22 2 1 24 1 12.00 12.00 DH I10 1 70 54 15F98 20 4 EB I10 1 70 37F98 89 AC MBH 3.80 2 4 24 10 WB I10 1 70 54 15 89 AC MBH 3.80 2 10 24 4 MD 76 ft Soil Median Printed: 3/ 21/ 00 Page: 14 MP 12.00 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 14.20 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 14.20 14.20 TCS 19003 15.80 15.80 JB WCL Quartzsite DH I10 1 70 5 4 EB I10 1 70 5 89 AC MBH 1.23 2 4 24 10 WB I10 1 70 5 89 AC MBH 1.23 2 10 24 4 MD 76 ft Soil Median 17.03 17.03 DH I10 1 70 5 4 EB I10 1 70 5 89 AC MBH 3.17 2 4 24 10 WB I10 1 70 5 89 AC MBH 3.17 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Right MBH 1.36 2 1 24 1 17.52 17.52 J Exit # 17 at SB010 & S 095 ----- TI W Quartzsite/ Hwy 95 UP ( EB) 64 0.72 1 2 14 2 16 ' - 00" TI W Quartzsite UP ( WB) 64 0.69 1 2 14 2 16 ' - 01" 18.09 18.09 UP Pedestrian OP ( EB) 64 2 4 24 10 16 ' - 07" UP Pedestrian OP ( WB) 64 2 10 24 4 16 ' - 08" 18.61 18.61 BR Tyson Wash ( EB) 64 2 4 24 14 410 ft Conc BR Tyson Wash ( WB) 64 2 14 24 4 410 ft Conc 18.89 18.89 UP S 095 ( EB) 64 2 4 24 10 16 ' - 04" UP S 095 ( WB) 64 2 10 24 4 16 ' - 03" 19.00 19.00 TCS 17663 19.79 19.79 J Exit # 19 at SB010 W & S 095 ----- TI E Quartzsite UP ( EB) 64 0.52 1 3 12 8 16 ' - 03" TI E Quartzsite UP ( WB) 64 0.50 1 8 12 3 16 ' - 02" FR Two Way Frontage Rd Right MBH 0.40 2 1 24 1 20.20 20.20 DH I10 1 70 58 11 4 EB I10 1 70 58 11 89 AC MBH 1.88 2 4 24 10 WB I10 1 70 58 11 89 AC MBH 1.88 2 10 24 4 MD 76 ft Soil Median 22.08 22.08 JB ECL Quartzsite Elev 870 DH I70 1 70 58 11 4 EB I10 1 70 58 11 89 AC MBH 1.92 2 4 24 10 WB I10 1 70 58 11 89 AC MBH 1.92 2 10 24 4 MD 76 ft Soil Median 22.80 22.80 TCS 14035 24.00 24.00 DH IM- 10- 1( 81) 4 EB IM- 10- 1( 81) 95 AC AC 5.85 2 4 24 10 WB IM- 10- 1( 81) 95 AC AC 5.85 2 10 24 4 MD Var Soil Median 26.65 26.65 J Exit # 26 ----- TI Gold Nugget UP ( EB) 63 0.42 1 2 12 3 16 ' - 10" TI Gold Nugget UP ( WB) 63 0.42 1 3 12 2 16 ' - 03" Printed: 3/ 21/ 00 Page: 15 MP 26.65 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 26.65 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 29.85 29.85 DH IM- 10- 1( 85) 4 EB IM- 10- 1( 85) 96 AC AC 11.92 2 4 24 10 WB IM- 10- 1( 85) 96 AC AC 11.92 2 10 24 4 MD 168 ft Soil Median 30.60 30.60 TCS 13758 31.17 31.17 J Exit # 31 ----- TI U 060 UP ( EB) 67 0.80 1 4 12 8 17 ' - 10" TI U 060 UP ( WB) 67 0.81 1 8 12 4 19 ' - 03" 31.40 31.40 TCS 16504 33.80 33.80 UP Ramsey Mine Rd ( EB) 67 2 4 24 10 16 ' - 03" UP Ramsey Mine Rd ( WB) 67 2 10 24 4 17 ' - 02" 37.08 37.08 BR Wash ( WB) 67 2 10 24 4 164 ft Conc 37.12 37.12 BR Wash ( EB) 67 2 4 24 10 164 ft Conc 39.33 39.33 BR New Water Mountain Rd ( EB) 67 2 4 24 10 111 ft Conc 39.37 39.37 BR New Water Mountain Rd ( WB) 67 2 10 24 4 111 ft Conc 41.77 41.77 DH IM- 10- 1( 85) 2 EB IM- 10- 1( 85) 96 0.16 0 0 0 0 WB IM- 10- 1( 85) 96 AC AC 0.16 2 10 24 4 MD 168 ft Soil Median 41.93 41.93 DH ACIM- 10- 1( 84) 4 EB ACIM- 10- 1( 84) 93 AC AC 17.23 2 4 24 10 WB ACIM- 10- 1( 84) 93 AC AC 17.23 2 10 24 4 MD 68 ft Soil Median 45.36 45.36 J Exit # 45 ----- TI Vicksburg Rd UP ( EB) 67 0.76 1 2 12 8 16 ' - 01" TI Vicksburg Rd UP ( WB) 67 0.66 1 8 12 2 15 ' - 10" 46.60 46.60 TCS 16728 52.20 52.20 RA Bouse Wash Rest Areas 2.01 1 2 12 8 53.96 53.96 J Exit # 53 ----- TI Hovatter Rd UP ( EB) 70 0.70 1 2 12 8 16 ' - 03" TI Hovatter Rd UP ( WB) 70 0.70 1 8 12 2 16 ' - 02" FR Two Way Frontage Rd Right 1.07 2 0 24 0 59.16 59.16 DH IM- 10- 1( 82) 4 EB IM- 10- 1( 82) 94 AC AC 11.58 2 4 24 10 WB IM- 10- 1( 82) 94 AC AC 11.58 2 10 24 4 MD 168 ft Soil Median 59.47 59.47 UP Sore Finger Rd ( EB) 68 2 4 24 10 17 ' - 01" UP Sore Finger Rd ( WB) 68 2 10 24 4 16 ' - 08" 61.80 61.80 TCS 18216 69.66 69.66 J Exit # 69 ----- Printed: 3/ 21/ 00 Page: 16 MP 69.66 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 69.66 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 69.66 69.66 TI Ave 75E UP ( EB) 68 0.66 1 2 12 8 16 ' - 07" TI Ave 75E UP ( WB) 68 0.66 1 8 12 2 16 ' - 02" 70.74 70.74 DH I10 1 36 33 4 EB I10 1 36 33 72 AC MBH 0.02 2 4 24 10 WB I10 1 36 33 72 AC MBH 0.02 2 10 24 4 MD Var Soil Median 70.76 70.76 JB Maricopa County DH I10 2 18 7 4 EB I10 2 18 7 91 AC MBH 9.24 2 4 24 10 WB I10 2 18 7 91 AC MBH 9.24 2 10 24 4 MD Var Soil Median 72.71 72.71 UP Aguila Rd ( EB) 67 2 4 24 10 17 ' - 05" UP Aguila Rd ( WB) 67 2 10 24 4 16 ' - 03" 75.40 75.40 TCS 17377 80.00 80.00 DH I10 2 131 18 7 4 EB I10 2 131 18 7 89 AC MBH 0.99 2 4 24 10 WB I10 2 131 18 7 89 AC MBH 0.99 2 10 24 4 MD Var Soil Median 80.99 80.99 DH I10 2 131 19 10 13 4 EB I10 2 131 19 13 89 AC MBH 9.01 2 4 24 10 WB I10 2 131 19 13 89 AC MBH 9.01 2 10 24 4 MD Var Soil Median 81.24 81.24 J Exit # 81 ----- TI Salome Rd UP ( EB) 69 1.01 1 2 12 8 16 ' - 03" TI Salome Rd UP ( WB) 69 1.01 1 8 12 2 16 ' - 02" 86.05 86.05 RA Burnt Well Rest Areas 1.36 1 2 12 8 87.70 87.70 TCS 18000 90.00 90.00 DH IM- 10- 2( 146) 4 EB IM- 10- 2( 146) 94 AC AC 1.00 2 4 24 10 WB IM- 10- 2( 146) 94 AC AC 1.00 2 10 24 4 MD 76 ft Soil Median 91.00 91.00 DH FIR- 10- 2( 141) 4 EB FIR- 10- 2( 141) 92 AC AC 3.72 2 4 24 10 WB FIR- 10- 2( 141) 92 AC AC 3.72 2 10 24 4 MD Var Soil Median 94.15 94.15 J Exit # 94 ( Tonopah) ----- TI 411th Ave UP ( EB) 71 0.64 1 2 12 8 16 ' - 10" TI 411th Ave UP ( WB) 71 0.72 1 8 12 2 16 ' - 07" FR Two Way Frontage Rd Left MBH 1.31 2 2 24 2 94.70 94.70 TCS 17951 94.72 94.72 DH IM- 10- 2( 146) 4 Printed: 3/ 21/ 00 Page: 17 MP 94.72 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 94.72 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 94.72 94.72 EB IM- 10- 2( 146) 94 AC AC 17.61 2 4 24 10 WB IM- 10- 2( 146) 94 AC AC 17.61 2 10 24 4 MD Var Soil Median 96.22 96.22 UP Belmont Rd ( EB) 71 2 4 24 10 17 ' - 00" UP Belmont Rd ( WB) 71 2 10 24 4 17 ' - 06" 96.53 96.53 BR Coyote Wash ( EB) 71 2 4 24 10 107 ft Conc BR Coyote Wash ( WB) 71 2 10 24 4 107 ft Conc 98.29 98.29 J Exit # 98 ----- TI Wintersburg UP ( EB) 71 0.85 1 2 12 8 17 ' - 02" TI Wintersburg UP ( WB) 71 0.83 1 8 12 2 16 ' - 05" 98.80 98.80 TCS 18815 101.40 101.40 UP 355th Ave ( EB) 75 2 4 24 10 16 ' - 10" UP 355th Ave ( WB) 75 2 10 24 4 16 ' - 00" 103.45 103.45 J Exit # 103 ----- TI 339th Ave UP ( EB) 74 0.66 1 2 12 8 17 ' - 05" TI 339th Ave UP ( WB) 74 0.64 1 8 12 2 16 ' - 06" 104.00 104.00 TCS 19311 104.66 104.66 BR Hassayampa River ( EB) 74 2 6 24 12 1180 ft Conc BR Hassayampa River ( WB) 74 2 12 24 6 1180 ft Conc 105.46 105.46 UB WUB WCL Buckeye 107.60 107.60 UP Johnson Rd ( EB) 75 2 4 24 10 16 ' - 08" UP Johnson Rd ( WB) 75 2 10 24 4 18 ' - 05" 109.68 109.68 J Exit # 109 ----- TI Palo Verde Rd UP ( EB) 75 0.62 1 2 12 8 16 ' - 10" TI Palo Verde Rd UP ( WB) 75 0.61 1 8 12 2 16 ' - 10" 110.20 110.20 TCS 19861 112.33 112.33 DH IR- IM- 10- 2( 150) 4 EB IR- IM- 10- 2( 150) 95 AC AC 9.97 2 4 24 10 WB IR- IM- 10- 2( 150) 95 AC AC 9.97 2 10 24 4 MD 76 ft Soil Median 112.75 112.75 J Exit # 112 at S 085/ Oglesby Rd. ----- TI Ramp UP ( EB) 75 0.48 1 6 12 10 17 ' - 06" TI Ramp UP ( WB) 75 0.56 1 8 12 2 18 ' - 02" 112.92 112.92 J Exit # 113 TI Ramp UP ( EB) 75 0.45 1 2 12 8 17 ' - 06" TI Ramp UP ( WB) 75 0.56 1 8 12 2 18 ' - 02" 113.40 113.40 TCS 21592 114.59 114.59 FR Two Way Frontage Rd Right MBH 0.85 2 1 24 1 114.85 114.85 J Exit # 114 ----- TI Miller Rd OP ( EB) 75 0.52 1 2 12 8 161 ft Conc Printed: 3/ 21/ 00 Page: 18 MP 114.85 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 114.85 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 114.85 114.85 TI Miller Rd OP ( WB) 75 0.52 1 8 12 2 161 ft Conc 115.60 115.60 TCS 25207 116.98 116.98 OP Watson Rd ( EB) 75 2 6 24 12 142 ft Conc OP Watson Rd ( WB) 75 2 12 24 6 142 ft Conc 121.68 121.68 J Exit # 121 ----- TI Jackrabbit Trail OP ( EB) 75 0.69 1 2 12 8 177 ft Conc TI Jackrabbit Trail OP ( WB) 75 0.69 1 8 12 2 177 ft Conc 122.30 122.30 DH IM- 10- 2( 148) 4 EB IM- 10- 2( 148) 93 AC AC 7.42 2 4 24 10 WB IM- 10- 2( 148) 93 AC AC 7.42 2 10 24 4 MD 76 ft Soil Median 122.69 122.69 UB WUB WCL Goodyear OP Perryville Rd ( EB) 78 2 6 24 12 129 ft Conc OP Perryville Rd ( WB) 78 2 12 24 6 129 ft Conc 123.70 123.70 OP Citrus Rd ( EB) 78 2 6 24 12 129 ft Conc OP Citrus Rd ( WB) 78 2 12 24 6 129 ft Conc 124.20 124.20 TCS 28000 124.70 124.70 J Exit # 124 at S 303 ----- TI Cotton Lane OP ( EB) 78 0.58 1 2 12 8 153 ft Conc TI Cotton Lane OP ( WB) 78 0.61 1 8 12 2 153 ft Conc 125.19 125.19 BR Roosevelt Irrigation District Canal ( EB) 78 2 6 24 12 282 ft Conc BR Roosevelt Irrigation District Canal ( WB) 78 2 12 24 6 282 ft Conc 125.70 125.70 OP Sarival Ave ( EB) 78 2 6 24 12 129 ft Conc OP Sarival Ave ( WB) 78 2 12 24 6 129 ft Conc 126.10 126.10 TCS 36000 126.69 126.69 J Exit # 126 ----- TI Estrella Pkwy OP ( EB) 78 0.58 1 2 12 8 153 ft Conc TI Estrella Pkwy OP ( WB) 78 0.65 1 8 12 2 153 ft Conc 127.15 127.15 BR Airport Wash ( EB) 78 2 6 24 12 202 ft Conc BR Airport Wash ( WB) 78 2 12 24 6 202 ft Conc 127.50 127.50 TCS 39000 127.68 127.68 OP Bullard Ave ( EB) 78 2 6 24 12 141 ft Conc OP Bullard Ave ( WB) 78 2 12 24 6 141 ft Conc 128.46 128.46 OP Union Pacific RR ( Inactive) ( EB) 78 2 6 24 12 137 ft Conc OP Union Pacific RR ( Inactive) ( WB) 78 2 12 24 6 137 ft Conc 128.69 128.69 J Exit # 128 ----- TI Litchfield Rd ( EB) 78 0.82 1 6 12 12 163 ft Conc TI Litchfield Rd ( WB) 78 0.82 1 12 12 6 163 ft Conc 129.20 129.20 TCS 48000 129.70 129.70 J Exit # 129 ----- Printed: 3/ 21/ 00 Page: 19 MP 129.70 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 129.70 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 129.70 129.70 JB WCL Avondale TI Dysart Rd OP ( EB) 78 0.67 1 2 12 8 163 ft Conc TI Dysart Rd OP ( WB) 78 0.83 1 8 12 2 163 ft Conc 129.72 129.72 DH I 10 2 84 4 EB I 10 2 84 84 PCC PCC 0.27 2 4 24 10 WB I 10 2 84 84 PCC PCC 0.27 2 10 24 4 MD Var Soil Median 129.99 129.99 DH I 10 2 84 6 EB I 10 2 84 84 PCC PCC 0.21 3 8 36 10 WB I 10 2 84 84 PCC PCC 0.21 3 10 36 8 MD Var Soil Median 130.00 130.00 BR Agua Fria River ( EB) 84 3 10 36 12 1502 ft Conc BR Agua Fria River ( WB) 84 3 12 36 10 1502 ft Conc 130.20 130.20 DH I 10 2 84 6 EB I 10 2 84 84 PCC PCC 1.94 3 8 36 10 WB I 10 2 84 84 PCC PCC 1.94 3 10 36 8 MD Var Soil Median 130.90 130.90 TCS 57500 131.68 131.68 J Exit # 131 ----- TI 115th Ave OP ( EB) 84 0.61 2 4 24 10 153 ft Conc TI 115th Ave OP ( WB) 84 0.61 2 10 24 4 153 ft Conc 132.14 132.14 DH AC- FIR- 10- 2( 142) 6 EB AC- FIR- 10- 2( 142) 94 PCC AC 0.56 3 8 36 22 WB I 10 2 84 84 PCC PCC 0.56 3 10 36 8 MD 76 ft Soil Median 132.66 132.66 J Exit # 132 TI 107th Ave OP ( EB) 94 0.35 1 2 12 8 0 ft TI 107th Ave OP ( WB) 94 0.28 1 8 12 2 0 ft 132.70 132.70 TCS 59500 DH I 10 2 84 6 EB I 10 2 84 84 PCC PCC 0.98 3 8 36 10 WB I 10 2 84 84 PCC PCC 0.98 3 10 36 8 MD Var Soil Median 133.68 133.68 J Exit # 133 ----- UB WUB Phoenix and WCL Tolleson TI 99th Ave OP ( EB) 84 0.63 2 10 24 4 153 ft Conc TI 99th Ave OP ( WB) 84 0.62 2 4 24 10 153 ft Conc DH I 10 2 81 6 EB I 10 2 81 84 PCC PCC 1.17 3 8 36 10 WB I 10 2 81 84 PCC PCC 1.17 3 10 36 8 MD Var Soil Median 134.20 134.20 TCS 54634 Printed: 3/ 21/ 00 Page: 20 MP 134.20 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 134.67 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 134.67 134.67 J Exit # 134 ----- TI 91st Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 08" TI 91st Ave UP ( WB) 84 0.65 2 10 24 4 16 ' - 07" 134.85 134.85 DH I 10 2 81 8 EB I 10 2 81 84 PCC PCC 0.81 4 10 48 10 WB I 10 2 81 84 PCC PCC 0.81 4 10 48 10 MD Var Soil Median 135.20 135.20 TCS 85001 135.66 135.66 J Exit # 135 ----- JB WCL Phoenix TI 83rd Ave UP ( EB) 84 0.62 2 4 24 10 16 ' - 03" TI 83rd Ave UP ( WB) 84 0.62 2 10 24 4 16 ' - 05" DH I 10 2 81 8 EB I 10 2 81 84 PCC PCC 1.95 4 10 48 10 WB I 10 2 81 84 PCC PCC 1.95 4 10 48 10 MD Var Soil Median 135.80 135.80 TCS 94979 136.10 136.10 J Exit # 136A ----- TI 79th Ave UP ( EB) 89 0.28 1 4 12 12 16 ' - 04" TI 79th Ave UP ( WB) 89 0.29 1 10 12 4 16 ' - 04" 136.20 136.20 TCS 94257 136.68 136.68 J Exit # 136B ----- TI 75th Ave UP ( EB) 84 0.65 2 4 24 10 16 ' - 05" TI 75th Ave UP ( WB) 84 0.66 2 10 24 4 16 ' - 09" 137.20 137.20 TCS 108522 137.61 137.61 DH I 10 2 82 8 EB I 10 2 82 84 PCC PCC 1.53 4 10 48 10 WB I 10 2 82 84 PCC PCC 1.53 4 10 48 10 MD Var Soil Median 137.65 137.65 J Exit # 137 ----- TI 67th Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 03" TI 67th Ave UP ( WB) 84 0.64 2 10 24 4 16 ' - 07" 138.10 138.10 TCS 122448 138.13 138.13 UP 63rd Ave ( EB) 84 4 10 48 10 16 ' - 07" UP 63rd Ave ( WB) 84 4 10 48 10 16 ' - 06" 138.66 138.66 J Exit # 138 ----- TI 59th Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 04" TI 59th Ave UP ( WB) 84 0.64 2 10 24 4 16 ' - 08" 139.10 139.10 TCS 132426 139.14 139.14 DH I 10 2 108 8 EB I 10 2 108 84 PCC PCC 1.04 4 10 48 10 Printed: 3/ 21/ 00 Page: 21 MP 139.14 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 139.14 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 139.14 139.14 WB I 10 2 108 84 PCC PCC 1.04 4 10 48 10 MD 50 ft Soil Median 139.66 139.66 J Exit # 139 ----- TI 51st Ave UP ( EB) 84 0.64 2 4 24 10 16 ' - 00" TI 51st Ave UP ( WB) 84 0.62 2 10 24 4 16 ' - 02" 140.10 140.10 TCS 149247 140.18 140.18 DH I 10 2 109 8 EB I 10 2 109 85 PCC PCC 1.00 4 10 48 10 WB I 10 2 109 85 PCC PCC 1.00 4 10 48 10 MD 50 ft Soil Median 140.65 140.65 J Exit # 140 ----- TI 43rd Ave UP ( EB) 85 0.64 2 4 24 10 16 ' - 02" TI 43rd Ave UP ( WB) 85 0.65 2 10 24 4 16 ' - 08" 141.10 141.10 TCS 164607 141.16 141.16 UP 39th Ave ( EB) 85 3 20 36 10 16 ' - 02" UP 39th Ave ( WB) 85 3 10 36 20 16 ' - 06" 141.18 141.18 DH I 10 2 110 8 EB I 10 2 110 85 PCC PCC 0.51 4 10 48 10 WB I 10 2 110 85 PCC PCC 0.51 4 10 48 10 MD 50 ft Soil Median 141.68 141.68 J Exit # 141 ----- TI 35th Ave UP ( EB) 85 0.66 2 4 24 10 16 ' - 02" TI 35th Ave UP ( WB) 85 0.62 2 10 24 4 16 ' - 06" 141.69 141.69 DH I 10 2 110 8 EB I 10 2 110 85 PCC PCC 0.36 4 10 48 10 WB I 10 2 110 85 PCC PCC 0.36 4 10 48 10 MD Var Soil Median 142.00 142.00 TCS 159659 142.05 142.05 DH I 10 2 110 9 EB I 10 2 110 85 PCC PCC 0.47 4 10 48 10 WB I 10 2 110 85 PCC PCC 0.47 5 10 60 10 MD Var Soil Median 142.15 142.15 UP 31st Ave ( EB) 85 4 10 48 10 16 ' - 05" UP 31st Ave ( WB) 85 5 10 60 10 17 ' - 00" 142.52 142.52 DH I 10 2 117 10 EB I 10 2 117 87 PCC PCC 0.38 5 10 60 10 WB I 10 2 117 87 PCC PCC 0.38 5 10 60 10 MD Var Soil Median 142.65 142.65 J Exit # 142 ----- TI 27th Ave OP ( EB) 86 0.33 2 2 24 8 130 ft Conc TI 27th Ave OP ( WB) 86 0.34 2 8 24 2 130 ft Conc Printed: 3/ 21/ 00 Page: 22 MP 142.65 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 142.90 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 142.90 142.90 TCS 162586 DH I 10 2 128 8 EB I 10 2 128 89 PCC PCC 0.46 4 10 48 10 WB I 10 2 128 89 PCC PCC 0.46 4 10 48 10 MD Conc Median Barrier 143.18 143.18 J Exit # 143A ----- TI I 017 OP ( EB) 87 2.71 2 2 24 8 2783 ft Conc TI I 017 OP ( WB) 87 3.12 2 8 24 2 2783 ft Conc 143.36 143.36 DH I 10 2 129 8 EB I 10 2 129 89 PCC PCC 0.27 4 12 48 12 WB I 10 2 129 89 PCC PCC 0.27 4 12 48 12 MD Conc Median Barrier 143.40 143.40 TCS 202622 143.63 143.63 DH I10 3 239 137 10 EB I10 3 239 137 90 PCC PCC 0.31 5 10 60 10 WB I10 3 239 137 90 PCC PCC 0.31 5 10 60 10 MD Conc Curbed Median 143.78 143.78 J Exit # 143B ----- TI 19th Ave OP ( EB) 88 0.52 2 4 24 4 164 ft Conc TI 19th Ave OP ( WB) 88 0.33 2 4 24 2 164 ft Conc 143.94 143.94 DH I10 3 239 137 10 EB I10 3 239 137 90 PCC PCC 1.49 5 12 60 10 WB I10 3 239 137 90 PCC PCC 1.49 5 10 60 12 MD Conc Curbed Median 144.00 144.00 TCS 206729 144.40 144.40 UP Pedestrian OP ( EB) 89 5 12 60 10 17 ' - 11" UP Pedestrian OP ( WB) 89 5 10 60 12 18 ' - 00" 144.65 144.65 J Exit # 144 ----- TI 7th Ave UP ( EB) 89 1.38 1 4 12 12 18 ' - 08" TI 7th Ave UP ( WB) 89 0.89 1 12 12 4 16 ' - 07" 144.82 144.82 UP 5th Ave ( EB) 89 5 12 60 10 19 ' - 08" UP 5th Ave ( WB) 89 5 10 60 12 17 ' - 00" 144.90 144.90 TCS 206753 144.94 144.94 TN 3rd Ave/ Central 89 5 12 60 10 16 ' - 02" TN 3rd Ave/ Central 89 5 10 60 12 16 ' - 02" 144.95 144.95 J Exit 5th & 3rd Ave HOV Exit ----- 145.22 145.22 TCS 229996 145.43 145.43 DH I10 3 239 137 10 EB I10 3 239 137 90 PCC PCC 0.26 5 12 60 10 WB I10 3 239 137 90 PCC PCC 0.26 5 10 60 12 MD Var Conc Curbed Median Printed: 3/ 21/ 00 Page: 23 MP 145.43 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 145.44 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 145.44 145.44 J Exit # 145A ----- TI 3rd Street UP ( EB) 89 0.25 1 2 12 8 16 ' - 02" TI 3rd Street UP ( WB) 89 0.25 1 8 12 2 16 ' - 02" 145.69 145.69 DH I10 3 239 186 10 EB I10 3 239 186 88 PCC PCC 1.10 5 12 60 10 WB I10 3 239 186 88 PCC PCC 1.10 5 10 60 12 MD Var Conc Curbed Median 145.94 145.94 TCS 219788 J Exit # 145B ----- TI 7th Street UP ( EB) 88 0.65 2 2 24 2 18 ' - 00" TI 7th Street UP ( WB) 88 0.66 2 2 24 2 18 ' - 00" 146.21 146.21 UP 10th St Pedestrian OP ( EB) 88 5 12 60 10 18 ' - 02" UP 10th St Pedestrian OP ( WB) 88 5 10 60 12 18 ' - 02" 146.43 146.43 UP 12th St ( EB) 88 5 12 60 10 16 ' - 04" UP 12th St ( WB) 88 5 10 60 12 16 ' - 08" 146.55 146.55 TCS 239909 146.79 146.79 DH I10 3 239 186 8 EB I10 3 239 186 88 PCC PCC 1.02 4 10 48 10 WB I10 3 239 186 88 PCC PCC 1.02 4 10 48 10 MD Var Conc Curbed Median 146.96 146.96 J Exit # 146 ----- TI 16th Street UP ( EB) 88 0.26 2 2 24 6 16 ' - 05" TI 16th Street UP ( WB) 88 0.33 2 6 24 2 16 ' - 06" 147.05 147.05 TCS 210011 147.23 147.23 UP Pedestrian OP ( EB) 88 4 10 48 10 18 ' - 01" UP Pedestrian OP ( WB) 88 4 10 48 10 17 ' - 11" 147.37 147.37 J Exit # 147 at S 202 & S 051 ----- TI E Papago Fwy UP ( EB) 88 0.00 4 10 48 10 16 ' - 08" TI E Papago Fwy UP ( WB) 88 0.00 4 10 48 10 16 ' - 08" 147.51 147.51 UP Roosevelt St ( EB) 88 4 10 48 10 16 ' - 03" UP Roosevelt St ( WB) 88 4 10 48 10 16 ' - 01" 147.81 147.81 DH I 10 3 239 8 EB I 10 3 239 88 PCC PCC 2.19 4 12 48 10 WB I 10 3 239 88 PCC PCC 2.19 4 10 48 12 MD Var Soil Median 147.99 147.99 OP Van Buren St ( EB) 88 4 10 48 10 97 ft Conc OP Van Buren St ( WB) 88 4 10 48 10 97 ft Conc 148.10 148.10 TCS 212757 148.42 148.42 J Exit # 148 ----- TI Washington St/ Jefferson St OP ( EB) 88 0.51 2 10 24 10 517 ft Conc TI Washington St/ Jefferson St OP ( WB) 88 0.54 2 10 24 10 517 ft Conc Printed: 3/ 21/ 00 Page: 24 MP 148.42 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 148.81 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 148.81 148.81 TCS 154205 149.21 149.21 J Exit # 149 ----- TI Sky Harbor Blvd OP ( EB) 88 0.48 2 2 24 6 425 ft Conc TI Sky Harbor Blvd OP ( WB) 88 0.46 2 6 24 2 425 ft Conc 149.44 149.44 TCS 183359 149.59 149.59 OP Mohave St ( EB) 88 4 12 48 10 150 ft Conc OP Mohave St ( WB) 88 4 10 48 12 150 ft Conc 149.86 149.86 J Exit # 150 ----- TI I 017 UP ( EB) 88 0.46 2 4 24 2 16 ' - 07" TI I 017 UP ( WB) 88 0.41 2 2 24 4 16 ' - 07" 150.00 150.00 EQ MP 150.00 Back Equals 149.40 Ahead 149.40 DH I 10 3 239 12 EB I 10 3 239 88 PCC PCC 0.39 6 12 72 10 WB I 10 3 239 88 PCC PCC 0.39 6 10 72 12 MD Conc Median Barrier 150.19 149.59 TCS 219683 150.27 149.67 J Exit # 150B I 017 merge ----- TI 24th Street OP ( EB) 88 0.22 2 2 24 2 159 ft Conc TI 24th Street OP ( WB) 88 0.22 2 2 24 2 159 ft Conc 150.39 149.79 DH I 10 3 239 12 EB I 10 3 239 88 PCC PCC 1.29 6 12 72 10 WB I 10 3 239 88 PCC PCC 1.29 6 10 72 12 MD Conc Median Barrier 150.60 150.00 TCS 207086 151.12 150.52 BR Salt River ( EB) 88 6 12 72 10 1568 ft Conc BR Salt River ( WB) 88 6 10 72 12 1568 ft Conc 151.68 151.08 DH I 10 3 239 10 EB I 10 3 239 88 PCC PCC 0.89 5 10 60 12 WB I 10 3 239 88 PCC PCC 0.89 5 12 60 10 MD Conc Median Barrier 151.78 151.18 J Exit # 151 ----- TI University Dr ( EB) 89 0.36 2 8 24 2 17 ' - 02" TI University Dr ( WB) 89 0.36 2 2 24 8 19 ' - 01" 152.10 151.50 TCS 220207 152.57 151.97 DH I10 3 198 312 52 10 EB I10 3 198 312 52 90 PCC PCC 1.13 5 4 60 12 WB I10 3 198 312 52 90 PCC PCC 1.13 5 12 60 4 MD Conc Median Barrier 152.70 152.10 J Exit # 152 ----- TI 40th Street UP ( EB) 90 1.13 2 2 24 2 16 ' - 06" TI 40th Street UP ( WB) 90 0.98 2 2 24 2 16 ' - 06" Printed: 3/ 21/ 00 Page: 25 MP 152.10 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 152.60 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 153.20 152.60 TCS 199992 153.70 153.10 J Exit # 153A at S 143 Hohokam Fwy ----- JB WCL Tempe TI 48th Street UP ( EB) 90 0.48 2 2 24 2 16 ' - 11" UP 48th St ( WB) 90 5 12 60 4 17 ' - 00" DH I10 3 198 312 52 10 EB I10 3 198 312 52 90 PCC PCC 0.32 5 4 60 12 WB I10 3 198 312 52 90 PCC PCC 0.32 5 12 60 4 MD Conc Median Barrier 153.80 153.20 TCS 234359 154.02 153.42 DH I10 3 260 312 54 11 EB I10 3 260 312 54 90 PCC PCC 0.18 4 13 48 10 WB I10 3 260 312 54 90 PCC PCC 0.18 7 10 84 13 MD Conc Median Barrier 154.07 153.47 J Exit # 153B ----- TI Broadway Rd UP ( EB) 90 0.73 2 8 24 8 16 ' - 10" TI Broadway Rd UP ( WB) 90 0.55 2 8 24 8 16 ' - 05" 154.20 153.60 DH I10 3 260 312 54 10 EB I10 3 260 312 54 90 PCC PCC 0.44 5 13 60 12 WB I10 3 260 312 54 90 PCC PCC 0.44 5 23 60 13 MD Conc Median Barrier 154.64 154.04 DH I 10 3 54 8 EB I 10 3 54 68 PCC MBH 0.58 4 2 48 10 WB I 10 3 54 68 PCC MBH 0.58 4 10 48 2 MD Conc Median Barrier 154.65 154.05 SC MP 154.05 - 154.43 Striped as 7 Lanes EB, 6 Lanes WB Per Video Log ( 97) 154.70 154.10 TCS 222433 155.03 154.43 SC MP 154.43 - 154.61 Striped as 4 Lanes EB, 6 Lanes WB Per Video Log ( 97) 155.21 154.61 SC MP 154.61 - 154.77 Striped as 4 Lanes EB, 7 Lanes WB Per Video Log ( 97) 155.22 154.62 OP Southern Ave ( EB) 66 3 4 36 10 139 ft Conc OP Southern Ave ( WB) 66 3 10 36 4 139 ft Conc DH I 10 3 54 6 EB I 10 3 54 68 PCC MBH 0.13 3 4 36 10 WB I 10 3 54 68 PCC MBH 0.13 3 10 36 4 MD Var Soil Median 155.35 154.75 DH I 10 3 54 4 EB I 10 3 54 68 PCC MBH 0.02 2 4 24 10 WB I 10 3 54 68 PCC MBH 0.02 2 10 24 4 MD Var Soil Median 155.37 154.77 DH NH- 10- 3( 317) 8 EB NH- 10- 3( 317) 97 PCC PCC 0.47 4 14 52 12 WB NH- 10- 3( 317) 97 PCC PCC 0.47 4 12 52 14 Printed: 3/ 21/ 00 Page: 26 MP 154.77 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 154.77 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 155.37 154.77 MD Conc Median Barrier 155.50 154.90 J Exit # 154 at U 060 E ----- TI Superstition Frwy UP ( EB) 68 1.01 1 2 12 8 16 ' - 03" 155.52 154.92 TI Superstition Frwy UP ( WB) 68 0.86 1 8 12 2 16 ' - 11" 155.61 155.01 BR Western Canal ( EB) 31 ft Conc UP EB I 010 to EB U 060 Ramp ( EB) 0 ' - 00" BR Western Canal ( WB) 31 ft Conc 155.62 155.02 UP EB I 010 to EB U 060 Ramp ( WB) 0' 155.80 155.20 TCS 117787 155.84 155.24 DH NH- 10- 3( 317) 8 EB NH- 10- 3( 317) 97 PCC PCC 0.56 4 14 52 24 WB NH- 10- 3( 317) 97 PCC PCC 0.56 4 12 52 14 MD Conc Median Barrier 156.24 155.64 J Exit # 155 ----- JB NCL Guadalupe TI Baseline Rd OP ( EB) 65 0.91 1 2 12 8 162 ft Conc TI Baseline Rd OP ( WB) 65 0.72 1 8 12 2 162 ft Conc 156.40 155.80 DH NH- 10- 3( 317) 10 EB NH- 10- 3( 317) 97 PCC PCC 0.22 5 14 64 12 WB NH- 10- 3( 317) 97 PCC PCC 0.22 5 12 64 14 MD Conc Median Barrier 156.62 156.02 DH AC- NH- 10- 3( 322) 10 EB AC- NH- 10- 3( 322) 97 PCC PCC 0.49 5 12 64 12 WB AC- NH- 10- 3( 322) 97 PCC PCC 0.49 5 12 64 12 MD Conc Median Barrier 157.11 156.51 DH AC- NH- 10- 3( 322) 10 EB AC- NH- 10- 3( 322) 97 PCC PCC 0.26 5 6 60 9 WB AC- NH- 10- 3( 322) 97 PCC PCC 0.26 5 9 60 6 MD Conc Median Barrier 157.23 156.63 UP Guadalupe Rd ( EB) 67 2 4 24 10 18 ' - 04" UP Guadalupe Rd ( WB) 67 2 10 24 4 16 ' - 03" 157.37 156.77 DH AC- NH- 10- 3( 322) 10 EB AC- NH- 10- 3( 322) 97 PCC PCC 0.58 5 12 64 12 WB AC- NH- 10- 3( 322) 97 PCC PCC 0.58 5 12 64 12 MD Conc Median Barrier 157.50 156.90 JB NCL Tempe 157.70 157.10 TCS 132296 157.95 157.35 DH AC- NH- 10- 3( 322) 8 EB AC- NH- 10- 3( 322) 97 PCC PCC 2.22 4 12 52 12 WB AC- NH- 10- 3( 322) 97 PCC PCC 2.22 4 12 52 12 MD Conc Median Barrier Printed: 3/ 21/ 00 Page: 27 MP 157.35 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 157.74 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 158.34 157.74 J Exit # 157 ----- TI Elliot Rd UP ( EB) 72 0.60 1 2 12 8 16 ' - 06" TI Elliot Rd UP ( WB) 72 0.53 1 8 12 2 16 ' - 04" 159.00 158.40 TCS 116275 159.29 158.69 J Exit # 158 ----- TI Warner Rd UP ( EB) 86 0.56 1 2 12 8 16 ' - 08" TI Warner Rd UP ( WB) 86 0.61 1 8 12 2 16 ' - 07" 159.79 159.19 JB NCL Chandler Elev 1213 159.90 159.30 TCS 95718 160.17 159.57 DH AC- NH- 10- 3( 322) 7 EB AC- NH- 10- 3( 322) 97 PCC PCC 0.50 3 28 36 12 WB AC- NH- 10- 3( 322) 97 PCC PCC 0.50 4 12 52 12 MD Conc Median Barrier 160.30 159.70 J Exit # 159 ----- TI Ray Rd UP ( EB) 86 0.68 1 2 12 8 17 ' - 00" TI Ray Rd UP ( WB) 86 0.56 1 8 12 2 16 ' - 07" 160.67 160.07 DH AC- NH- 10- 3( 322) 6 EB AC- NH- 10- 3( 322) 97 PCC PCC 0.18 3 28 36 12 WB AC- NH- 10- 3( 322) 97 PCC PCC 0.18 3 12 36 28 MD Conc Median Barrier 160.85 160.25 DH AC- NH- 10- 3( 322) 6 EB AC- NH- 10- 3( 322) 97 AC AC 0.14 3 4 36 10 WB AC- NH- 10- 3( 322) 97 AC AC 0.14 3 10 36 4 MD Var Soil Median 160.90 160.30 TCS 86928 160.99 160.39 DH AC- NH- 10- 3( 322) 4 EB AC- NH- 10- 3( 322) 97 AC AC 0.20 2 4 24 10 WB AC- NH- 10- 3( 322) 97 AC AC 0.20 2 10 24 4 MD Var Soil Median 161.19 160.59 DH I10 3 178 56 4 EB I10 3 178 56 84 AC MBH 0.01 2 4 24 10 WB I10 3 178 56 84 AC MBH 0.01 2 10 24 4 MD Var Soil Median 161.20 160.60 DH I10 3 142 69 4 EB I10 3 142 69 83 AC MBH 0.25 2 4 24 10 WB I10 3 69 68 AC MBH 0.25 2 10 24 4 MD Var Soil Median 161.45 160.85 DH I10 3 142 69 4 EB I10 3 142 69 83 AC MBH 0.83 2 4 24 10 WB I10 3 69 68 AC MBH 0.83 2 10 24 4 MD Var Soil Median Printed: 3/ 21/ 00 Page: 28 MP 160.85 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 160.89 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 161.49 160.89 J Exit # 160 ----- TI Chandler Blvd ( EB) 67 0.73 1 2 12 8 16 ' - 03" TI Chandler Blvd ( WB) 67 0.73 1 8 12 2 16 ' - 04" 162.10 161.50 TCS 59509 162.28 161.68 UB SUB Phoenix JB Enter Gila River IR DH I10 3 142 69 4 EB I10 3 142 69 83 AC MBH 0.71 2 4 24 10 WB I10 3 69 68 AC MBH 0.71 2 10 24 4 MD Var Soil Median 162.98 162.38 J Exit # 162 A/ B ----- TI Maricopa Rd UP ( EB) 67 1.53 1 2 12 8 16 ' - 03" TI Maricopa Rd UP ( QB) 67 0.85 1 8 12 2 16 ' - 06" 162.99 162.39 DH I10 3 142 69 4 EB I10 3 142 69 83 AC MBH 4.71 2 2 24 10 WB I10 3 69 68 AC MBH 4.71 2 10 24 4 MD Var Soil Median 163.60 163.00 TCS 53456 165.10 164.50 J Exit # 164 at S 347 ----- TI Queen Creek Rd UP ( EB) 91 0.90 2 2 24 2 16 ' - 10" TI Queen Creek Rd UP ( WB) 91 0.86 2 2 24 2 17 ' - 00" 165.50 164.90 TCS 43907 167.70 167.10 DH I 10 3 264 69 4 EB I 10 3 264 69 90 AC MBH 1.58 2 4 24 10 WB I 10 3 264 69 90 AC MBH 1.58 2 10 24 4 MD Var Soil Median 168.07 167.47 J Exit # 167 ----- TI Riggs Rd UP ( EB) 67 0.85 1 2 12 8 16 ' - 03" TI Riggs Rd UP ( WB) 67 0.85 1 8 12 2 16 ' - 02" 169.28 168.68 JB Pinal County DH I 10 3 264 57 4 EB I 10 3 264 57 90 AC MBH 4.22 2 4 24 10 WB I 10 3 264 57 90 AC MBH 4.22 2 10 24 4 MD Var Soil Median 170.45 169.85 UP Goodyear Rd ( EB) 66 2 4 24 10 16 ' - 00" UP Goodyear Rd ( WB) 66 2 10 24 4 16 ' - 02" 172.20 171.60 TCS 37907 173.50 172.90 DH IM- 10- 3( 351) 4 EB I 10 3 264 57 90 AC MBH 0.09 2 4 24 10 WB IM- 10- 3( 351) 98 AC AC 0.09 2 10 25 4 MD Var Soil Median Printed: 3/ 21/ 00 Page: 29 MP 172.90 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 172.99 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 173.59 172.99 DH I 10 3 264 57 4 EB I 10 3 264 57 90 AC MBH 0.41 2 4 24 10 WB I 10 3 264 57 90 AC MBH 0.41 2 10 24 4 MD Var Soil Median 173.72 173.12 BR Gila River ( EB) 98 2 3 24 3 1337 ft Conc BR Gila River ( WB) 98 2 3 24 3 1337 ft Conc 174.00 173.40 DH IM- 10- 3( 271) 4 EB IM- 10- 3( 271) 95 AC AC 2.39 2 4 24 10 WB IM- 10- 3( 271) 95 AC AC 2.39 2 10 24 4 MD 76 ft Soil Median 175.23 174.63 UP Nelson Rd ( EB) 67 2 4 24 10 16 ' - 00" UP Nelson Rd ( WB) 67 2 10 24 4 15 ' - 11" 176.39 175.79 DH I10 3 228 163 57 4 EB I10 3 228 57 88 AC MBH 0.03 2 4 24 10 WB I10 3 163 57 85 AC MBH 0.03 2 10 24 4 MD Var Soil Median 176.41 175.81 J Exit # 175 at S 587 N ----- TI Casa Blanca Rd ( EB) 67 0.96 1 2 12 8 16 ' - 01" TI Casa Blanca Rd ( WB) 67 0.74 1 8 12 2 16 ' - 01" 176.42 175.82 DH I10 3 228 163 57 4 EB I10 3 228 57 88 AC MBH 0.13 2 4 24 10 WB I10 3 163 57 85 AC MBH 0.13 2 10 24 4 MD Var Soil Median 176.55 175.95 DH I10 3 228 163 58 4 EB I10 3 228 58 88 AC MBH 2.05 2 4 24 10 WB I10 3 163 58 85 AC MBH 2.05 2 10 24 4 MD Var Soil Median 178.36 177.76 UP Gas Line Rd ( EB) 67 2 4 24 10 16 ' - 00" UP Gas Line Rd ( WB) 67 2 10 24 4 16 ' - 02" 178.60 178.00 DH I10 3 242 163 58 4 EB I10 3 242 58 89 AC MBH 7.00 2 4 24 10 WB I10 3 163 58 85 AC MBH 7.00 2 10 24 4 MD Var Soil Median 179.50 178.90 TCS 41122 179.99 179.39 UP Seed Farm Rd ( EB) 67 2 4 24 10 16 ' - 03" UP Seed Farm Rd ( WB) 67 2 10 24 4 16 ' - 01" 182.04 181.44 UP Dirk Lay Rd ( EB) 67 2 4 24 10 16 ' - 02" UP Dirk Lay Rd ( WB) 67 2 10 24 4 16 ' - 09" 182.41 181.81 RA Sacaton Rest Areas 1.19 1 2 12 8 185.60 185.00 DH I10 3 230 191 58 4 EB I10 3 191 85 AC MBH 1.06 2 4 24 10 Printed: 3/ 21/ 00 Page: 30 MP 185.00 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 185.00 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 185.60 185.00 WB I10 3 230 58 88 AC MBH 1.06 2 10 24 4 MD Var Soil Median 185.86 185.26 J Exit # 185 at S 387 ----- TI S 387 UP ( EB) 67 0.72 1 2 12 8 16 ' - 07" TI S 387 UP ( WB) 67 0.79 1 8 12 2 16 ' - 06" 186.66 186.06 JB Leave Gila River IR DH I10 3 230 191 58 4 EB I10 3 191 58 85 AC MBH 7.74 2 4 24 10 WB I10 3 230 58 88 AC MBH 7.74 2 10 24 4 MD Var Soil Median 188.60 188.00 TCS 34500 188.80 188.20 UP Val Vista Blvd ( EB) 68 2 4 24 10 16 ' - 10" UP Val Vista Blvd ( WB) 68 2 10 24 4 16 ' - 04" 191.25 190.65 J Exit # 190 ----- TI Mc Cartney UP ( EB) 68 0.73 1 2 12 8 16 ' - 11" TI Mc Cartney UP ( WB) 68 0.73 1 8 12 2 16 ' - 05" 193.40 192.80 TCS 31312 194.40 193.80 DH I10 3 230 191 58 4 EB I10 3 191 58 85 AC MBH 1.20 2 4 24 10 WB I10 3 230 58 88 AC MBH 1.20 2 10 24 4 MD Var Soil Median 194.48 193.88 UB NUB Casa Grande Elev 1405 UP Storey Rd ( EB) 68 2 4 24 10 16 ' - 01" UP Storey Rd ( WB) 68 2 10 24 4 16 ' - 04" 195.50 194.90 J Exit # 194 at S 287 ----- TI Florence Blvd ( EB) 66 0.68 1 2 12 8 16 ' - 04" TI Florence Blvd ( WB) 66 0.71 1 8 12 2 16 ' - 01" 195.60 195.00 DH I10 3 232 230 59 4 EB I10 3 232 59 89 AC MBH 0.17 2 4 24 10 WB I10 3 230 59 88 AC MBH 0.17 2 10 24 4 MD Var Soil Median 195.77 195.17 DH I10 3 232 59 4 EB I10 3 232 59 89 AC MBH 2.36 2 4 24 10 WB I10 3 232 59 89 AC MBH 2.36 2 10 24 4 MD Var Soil Median 196.50 195.90 UP Earley Rd ( EB) 66 2 4 24 10 16 ' - 01" UP Earley Rd ( WB) 66 2 10 24 4 16 ' - 02" 197.10 196.50 TCS 33905 197.51 196.91 UP Selma Hwy ( EB) 66 2 4 24 10 16 ' - 01" UP Selma Hwy ( WB) 66 2 10 24 4 16 ' - 03" 198.13 197.53 DH I10 3 232 55 49 4 Printed: 3/ 21/ 00 Page: 31 MP 197.53 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 197.53 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 198.13 197.53 EB I10 3 232 55 49 89 AC MBH 2.24 2 4 24 10 WB I10 3 232 55 49 89 AC MBH 2.24 2 10 24 4 MD Var Soil Median 198.65 198.05 J Exit # 198 at S 084 ----- TI S 084 OP ( EB) 66 1.37 1 2 12 10 503 ft Conc 198.66 198.06 TI S 084 OP ( WB) 66 0.91 1 10 12 2 503 ft Conc 199.20 198.60 TCS 33289 199.68 199.08 J Exit # 199 at I 008 W ----- TI Arizola UP ( EB) 66 0.88 1 2 12 8 16 ' - 01" TI Arizola UP ( WB) 66 1.05 1 8 12 2 16 ' - 01" 200.09 199.49 UB SUB Casa Grande & NUB Eloy JB SCL Casa Grande 200.20 199.60 TCS 40740 200.37 199.77 DH I10 4 232 3 48 4 EB I10 4 232 3 48 89 AC MBH 0.12 2 4 24 10 WB I10 4 232 3 48 89 AC MBH 0.12 2 10 24 4 MD 76 ft Soil Median 200.49 199.89 DH I10 4 232 48 4 EB I10 4 232 48 89 AC MBH 0.12 2 4 24 10 WB I10 4 232 48 89 AC MBH 0.12 2 10 24 4 MD 76 ft Soil Median 200.61 200.01 DH I 10 4 99 48 4 EB I 10 4 99 48 90 AC MBH 2.45 2 4 24 10 WB I 10 4 99 48 90 AC MBH 2.45 2 10 24 4 MD 76 ft Soil Median 200.72 200.12 J Exit # 200 ----- JB NCL Eloy Elev 1565 TI Sunland Gin UP ( EB) 66 0.58 1 4 14 8 16 ' - 03" TI Sunland Gin UP ( WB) 66 0.54 1 8 14 4 16 ' - 04" 202.60 202.00 TCS 35259 203.06 202.46 DH I 10 4 99 48 4 EB I 10 4 99 48 90 AC MBH 0.50 2 4 24 10 WB I 10 4 99 48 90 AC MBH 0.50 2 10 24 4 MD 76 ft Soil Median 203.56 202.96 DH I 10 4 99 48 4 EB I 10 4 99 48 90 AC MBH 0.88 2 4 24 10 WB I 10 4 99 48 90 AC MBH 0.88 2 10 24 4 MD 76 ft Soil Median 204.44 203.84 J Exit # 203 ----- TI Toltec UP ( EB) 89 0.89 1 2 12 8 17 ' - 07" TI Toltec UP ( WB) 89 0.91 1 8 12 2 16 ' - 04" Printed: 3/ 21/ 00 Page: 32 MP 203.84 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 203.84 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 204.44 203.84 DH I 10 4 99 48 4 EB I 10 4 99 48 90 AC MBH 3.71 2 4 24 10 WB I 10 4 99 48 90 AC MBH 3.71 2 10 24 4 MD 76 ft Soil Median 206.05 205.45 UP Battaglia ( EB) 64 2 4 24 10 16 ' - 00" UP Battaglia ( WB) 64 2 10 24 4 15 ' - 10" 206.90 206.30 TCS 35471 207.74 207.14 UP Alsdorf ( EB) 65 2 4 24 10 16 ' - 06" UP Alsdorf ( WB) 65 2 10 24 4 16 ' - 02" 208.15 207.55 DH I 10 4 99 48 4 EB I 10 4 99 48 90 AC MBH 0.45 2 4 24 10 WB I 10 4 99 48 90 AC MBH 0.45 2 10 24 4 MD 76 ft Soil Median 208.60 208.00 DH I10 4 84 48 4 EB I10 4 84 48 84 AC MBH 3.51 2 4 24 10 WB I10 4 84 48 84 AC MBH 3.51 2 10 24 4 MD 76 ft Soil Median 209.39 208.79 J Exit # 208 ----- TI Sunshine Blvd UP ( EB) 65 0.45 1 2 12 4 16 ' - 01" TI Sunshine Blvd UP ( WB) 65 0.51 1 4 12 2 16 ' - 06" 209.80 209.20 TCS 33685 210.49 209.89 UB EUB ECL Eloy 211.57 210.97 J Exit # 211A at S 084 W ----- TI S 084 OP ( EB) 67 0.66 1 2 12 8 137 ft Conc TI S 084 OP ( WB) 67 1.22 1 8 12 2 137 ft Conc 211.93 211.33 FR Two Way Frontage Rd Right 1.45 2 0 24 0 FR Two Way Frontage Rd Left 1.26 2 0 24 0 211.94 211.34 OP 5th St ( EB) 67 2 4 24 10 91 ft Conc OP 5th St ( WB) 67 2 10 24 4 91 ft Conc 212.11 211.51 DH I10 4 84 75 40 4 EB I10 4 84 75 40 84 AC MBH 1.27 2 4 24 10 WB I10 4 84 75 40 84 AC MBH 1.27 2 10 24 4 MD 76 ft Soil Median 212.20 211.60 TCS 36839 212.81 212.21 J Exit # 212 ----- TI Picacho OP ( EB) 64 0.26 1 2 12 8 97 ft Conc TI Picacho OP ( WB) 64 0.29 1 8 12 2 97 ft Conc 213.38 212.78 DH I10 4 86 48 4 EB I10 4 86 48 84 AC MBH 8.64 2 4 24 10 WB I10 4 86 48 84 AC MBH 8.64 2 10 24 4 MD Var Soil Median Printed: 3/ 21/ 00 Page: 33 MP 212.78 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 212.78 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 213.38 212.78 FR Two Way Frontage Rd Right MBH 7.63 2 1 24 1 FR Two Way Frontage Rd Left MBH 8.64 2 1 24 1 217.10 216.50 TCS 32429 217.38 216.78 RA Picacho Peak Rest Area ( EB) 0.41 1 2 12 8 220.43 219.83 J Exit # 219 ----- TI Picacho Peak OP ( EB) 60 0.56 1 1 12 0 29 ft Conc TI Picacho Peak OP ( WB) 60 0.59 1 0 12 1 29 ft Conc 222.02 221.42 DH I10 4 86 66 13 F 94 17 4 EB I10 4 86 66 13 85 AC MBH 4.59 2 4 24 10 WB I10 4 86 F9 417 85 AC MBH 4.59 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Right 0.48 2 0 24 0 FR Two Way Frontage Rd Left MBH 10.96 2 1 24 1 223.40 222.80 TCS 32703 226.61 226.01 DH I10 4 86 66 13 F 94 17 4 EB I10 4 86 66 13 85 AC MBH 5.74 2 2 24 10 WB I10 4 86 F9 417 85 AC MBH 5.74 2 10 24 4 MD 76 ft Soil Median 227.04 226.44 J Exit # 226 ----- TI Red Rock UP ( EB) 60 0.59 1 2 12 2 16 ' - 04" TI Red Rock UP ( WB) 60 0.49 1 2 12 2 16 ' - 01" 229.90 229.30 TCS 33000 232.35 231.75 DH IM- 10- 4( 130) 4 EB IM- 10- 4( 130) 95 AC AC 5.25 2 4 24 10 WB IM- 10- 4( 130) 95 AC AC 5.25 2 10 24 4 MD 76 ft Soil Median 232.62 232.02 J Exit # 232 ----- TI Pinal Airpark Rd ( EB) 63 1.00 1 2 12 2 17 ' - 00" TI Pinal Airpark Rd ( WB) 63 0.97 1 2 12 2 16 ' - 01" 232.98 232.38 JB Pima County JB NCL Marana Elev 2000 FR Two Way Frontage Rd Left 1.86 2 0 20 0 234.24 233.64 FR Two Way Frontage Rd Right MBH 0.60 2 1 24 1 234.80 234.20 TCS 33290 234.84 234.24 FR Two Way Frontage Rd Right G 2.19 2 2 20 2 FR Two Way Frontage Rd Left G 1.67 2 2 20 2 236.51 235.91 FR Two Way Frontage Rd Left G 1.04 2 2 20 2 237.02 236.42 J Exit # 236 ----- TI Marana OP ( EB) 63 1.61 1 2 12 2 127 ft Conc TI Marana OP ( WB) 63 0.37 1 8 12 2 127 ft Conc Printed: 3/ 21/ 00 Page: 34 MP 236.42 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 236.95 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 237.55 236.95 FR Two Way Frontage Rd Left G 1.10 2 2 20 2 237.60 237.00 DH IR- 10- 4( 118) 4 EB IR- 10- 4( 118) 92 AC AC 7.00 2 4 24 10 WB IR- 10- 4( 118) 92 AC AC 7.00 2 10 24 4 MD 76 ft Soil Median 237.80 237.20 TCS 38737 238.65 238.05 FR Two Way Frontage Rd Left G 1.00 2 2 20 2 239.65 239.05 FR One Way Frontage Rd Left MBH 4.28 1 4 12 4 240.51 239.91 FR Two Way Frontage Rd Right MBH 4.09 2 1 24 1 241.02 240.42 J Exit # 240 E ----- TI Tangerine OP ( EB) 67 0.66 1 2 12 6 127 ft Conc TI Tangerine OP ( WB) 67 0.48 1 6 12 2 127 ft Conc 242.40 241.80 TCS 40548 242.69 242.09 OP Arizona Portland Cement RR ( EB) 67 2 4 24 10 160 ft Steel OP Arizona Portland Cement RR ( WB) 67 2 10 24 4 160 ft Steel 243.55 242.95 J Exit # 242 ----- TI Avra Valley OP ( EB) 67 0.60 1 2 12 8 127 ft Conc TI Avra Valley OP ( WB) 67 0.50 1 8 12 2 127 ft Conc 243.93 243.33 OP American Smelting & Refining RR ( EB) 67 2 4 24 10 159 ft Steel OP American Smelting & Refining RR ( WB) 67 2 10 24 4 159 ft Steel FR Two Way Frontage Rd Left 0.67 2 0 20 0 244.00 243.40 TCS 37869 244.60 244.00 DH I10 4 98 68 34 4 EB I10 4 98 68 34 90 AC MBH 4.33 2 4 24 10 WB I10 4 98 68 34 90 AC MBH 4.33 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Right MBH 4.33 2 1 24 1 FR Two Way Frontage Rd Left MBH 4.33 2 1 24 1 247.33 246.73 J Exit # 246 ----- TI Cortaro Rd OP ( EB) 65 0.65 1 2 12 8 127 ft Conc TI Cortaro Rd OP ( WB) 65 0.64 1 8 12 2 127 ft Conc 248.50 247.90 TCS 57000 248.93 248.33 DH I10 4 98 68 32 4 EB I10 4 98 68 32 90 AC MBH 0.47 2 4 24 10 WB I10 4 98 68 32 90 AC MBH 0.47 2 10 24 2 MD Var Soil Median FR Two Way Frontage Rd Right MBH 1.17 2 1 24 1 FR One Way Frontage Rd Left MBH 1.41 1 4 12 4 249.32 248.72 J Exit # 248 ----- TI Ina Rd OP ( EB) 65 0.60 1 2 12 8 170 ft Conc TI Ina Rd OP ( WB) 65 0.45 1 8 12 2 170 ft Conc Printed: 3/ 21/ 00 Page: 35 MP 248.72 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 248.72 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 249.40 248.80 DH AC- NH- 10- 4( 122) 6 EB AC- NH- 10- 4( 122) 96 AC AC 6.04 3 10 36 10 WB AC- NH- 10- 4( 122) 96 AC AC 6.04 3 10 36 10 MD Var Soil Median 250.10 249.50 TCS 64514 250.17 249.57 BR Canada Del Oro ( EB) 65 2 8 24 10 343 ft Conc BR Canada Del Oro ( WB) 53 2 10 24 8 343 ft Conc 250.64 250.04 J Exit # 250 ----- TI Orange Grove Rd ( EB) 65 0.58 1 2 12 8 139 ft Conc TI Orange Grove Rd ( WB) 65 0.59 1 8 12 2 139 ft Conc FR Two Way Frontage Rd Left MBH 3.55 2 1 24 1 250.95 250.35 UB NUB Tucson Elev 2410 251.20 250.60 TCS 89000 251.26 250.66 BR Rillito Creek ( EB) 53 2 8 24 12 343 ft Conc BR Rillito Creek ( WB) 65 2 12 24 8 343 ft Conc 251.32 250.72 JB SCL Marana 251.65 251.05 FR One Way Frontage Rd Left MBH 2.54 2 1 24 1 251.78 251.18 J Exit # 251 ----- TI Sunset Rd OP ( EB) 65 0.31 1 2 12 8 127 ft Conc TI Sunset Rd OP ( WB) 65 0.41 1 8 12 2 127 ft Conc FR Two Way Frontage Rd Right MBH 1.23 2 1 24 1 252.50 251.90 TCS 80292 253.03 252.43 J Exit # 252 ----- TI Camino De Cerro ( EB) 65 0.24 1 2 12 8 179 ft Conc TI Camino De Cerro ( WB) 65 0.16 1 8 12 2 196 ft Conc 254.00 253.40 TCS 93421 254.27 253.67 UB NUB NCL Tucson 254.82 254.22 FR One Way Frontage Rd Right PCC 0.69 2 8 24 8 FR One Way Frontage Rd Left PCC 1.45 2 8 24 8 254.90 254.30 J Exit # 254 ----- TI Prince Rd OP ( EB) 65 0.90 1 2 12 8 127 ft Conc TI Prince Rd OP ( WB) 65 0.96 1 8 12 2 127 ft Conc 255.34 254.74 FR One Way Frontage Rd Right MBL 0.63 2 6 24 6 FR Two Way Frontage Rd Left MBL 1.01 2 6 24 6 255.40 254.80 TCS 106917 255.44 254.84 DH IM- 10- 4( 145) 6 EB IM- 10- 4( 145) 96 AC AC 0.48 3 8 36 10 WB IM- 10- 4( 145) 96 AC AC 0.48 3 10 36 8 MD 24 ft Soil Median Printed: 3/ 21/ 00 Page: 36 MP 254.84 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 255.26 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 255.86 255.26 J Exit # 255 at S 077 N ----- TI Miracle Mile ( EB) 60 0.78 1 2 12 8 16 ' - 01" TI Miracle Mile ( WB) 60 0.77 1 8 12 2 16 ' - 06" 255.92 255.32 DH IM- 10- 4( 145) 6 EB IM- 10- 4( 145) 96 AC AC 4.25 3 6 36 10 WB IM- 10- 4( 145) 96 AC AC 4.25 3 10 36 6 MD Median Barrier 256.30 255.70 TCS 115871 256.78 256.18 J Exit # 256 ----- TI Grant Rd OP ( EB) 62 0.64 1 2 12 8 125 ft Conc TI Grant Rd OP ( WB) 62 0.57 1 8 12 2 125 ft Conc 257.00 256.40 TCS 110739 257.88 257.28 J Exit # 257 ----- 257.91 257.31 TI Speedway Blvd OP ( EB) 59 0.52 1 2 12 8 84 ft Conc TI Speedway Blvd OP ( WB) 59 0.51 1 8 12 2 84 ft Conc FR One Way Frontage Rd Right 0.33 2 0 24 0 FR One Way Frontage Rd Right AC 2.35 2 24 FR One Way Frontage Rd Left AC 2.04 2 24 258.10 257.50 TCS 131672 258.35 257.75 J Exit # 257A ----- TI St Marys OP ( EB) 59 0.46 1 2 12 8 106 ft Conc TI St Marys OP ( WB) 59 0.46 1 8 12 2 106 ft Conc FR One Way Frontage Rd Right 0.45 2 0 24 0 FR One Way Frontage Rd Left 0.54 2 0 24 0 258.60 258.00 TCS 134305 258.96 258.36 J Exit # 258 ----- TI Congress Street OP ( EB) 60 0.75 1 2 12 8 114 ft Conc TI Congress Street OP ( WB) 60 0.76 1 8 12 2 114 ft Conc FR One Way Frontage Rd Right MBH 1.26 2 2 24 2 FR One Way Frontage Rd Left MBH 1.26 2 2 24 2 259.25 258.65 OP Granada Ave ( EB) 61 3 4 36 12 87 ft Conc OP Granada Ave ( WB) 61 3 12 36 4 87 ft Conc 259.40 258.80 TCS 126405 259.93 259.33 J Exit # 259 ----- TI 22nd Street OP ( EB) 61 0.44 1 2 12 8 104 ft Conc TI 22nd Street OP ( WB) 61 0.40 1 8 12 2 104 ft Conc FR One Way Frontage Rd Right MBH 0.30 2 1 24 1 260.17 259.57 DH IM- 10- 4( 145) 8 EB IM- 10- 4( 145) 96 AC AC 0.35 4 6 48 10 WB IM- 10- 4( 145) 96 AC AC 0.35 4 10 48 6 MD Median Barrier Printed: 3/ 21/ 00 Page: 37 MP 259.57 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 259.70 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 260.30 259.70 TCS 110604 260.44 259.84 OP 29th St ( EB) 63 4 1 48 1 111 ft Conc OP 29th St ( WB) 63 3 10 36 4 111 ft Conc 260.52 259.92 DH IM- 10- 4( 145) 6 EB IM- 10- 4( 145) 96 AC AC 0.36 4 1 48 10 WB IM- 10- 4( 145) 96 AC AC 0.36 2 10 24 1 MD Median Barrier 260.69 260.09 JB Temp Leave Tucson Enter South Tucson 260.88 260.28 DH I10 4 54 78 22 6 EB I10 4 54 78 22 91 PCC PCC 0.15 3 12 36 10 WB I10 4 54 78 22 91 PCC PCC 0.15 3 10 36 12 MD Conc Median Barrier 260.96 260.36 J Exit # 260 at I 019 S ----- TI I 019 UP ( EB) 63 0.98 2 8 24 4 16 ' - 09" TI I 019 UP ( WB) 63 0.27 2 4 24 8 16 ' - 07" 261.03 260.43 DH I 10 4 54 22 6 EB I 10 4 54 22 91 PCC PCC 0.12 3 12 36 10 WB I 10 4 54 22 91 PCC PCC 0.12 3 10 36 12 MD Conc Median Barrier 261.15 260.55 DH I 10 5 54 28 6 EB I 10 5 54 28 91 PCC PCC 0.44 3 12 36 10 WB I 10 5 54 28 91 PCC PCC 0.44 3 10 36 12 MD Conc Median Barrier 261.17 260.57 OP 10th Ave ( EB) 91 3 12 36 10 303 ft Conc OP 10th Ave ( WB) 91 3 10 36 12 318 ft Conc 261.20 260.60 TCS 96120 261.33 260.73 JB Re- enter Tucson 261.59 260.99 J Exit # 261 at SB 019 S ----- TI 6th Ave UP ( EB) 91 0.31 2 2 24 2 16 ' - 10" TI 6th Ave UP ( WB) 91 0.91 2 2 24 2 16 ' - 10" DH I 10 5 54 28 6 EB I 10 5 54 28 91 PCC PCC 1.42 3 12 36 10 WB I 10 5 54 28 91 PCC PCC 1.42 3 10 36 12 MD Conc Median Barrier FR One Way Frontage Rd Right MBH 0.74 2 2 24 2 FR One Way Frontage Rd Left MBH 0.74 2 2 24 2 261.70 261.10 TCS 65836 261.84 261.24 J Fourth Ave Slip Ramps ----- 262.00 261.40 TCS 56217 262.01 261.41 OP Veterans ( EB) 91 3 12 36 10 165 ft Conc OP Veterans ( WB) 91 3 10 36 12 165 ft Conc Printed: 3/ 21/ 00 Page: 38 MP 261.41 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 261.74 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 262.34 261.74 J Exit # 262 at SB010 E ----- TI Park Ave OP ( EB) 91 0.44 2 2 24 2 248 ft Conc TI Park Ave OP ( WB) 91 0.91 2 2 24 2 248 ft Conc 262.80 262.20 TCS 56689 263.01 262.41 DH I10 5 58 28 4 EB I10 5 58 28 88 PCC PCC 1.43 2 4 24 10 WB I10 5 58 28 88 PCC PCC 1.43 2 10 24 4 MD Var Soil Median 263.04 262.44 OP Ajo Way ( EB) 66 2 4 24 10 261 ft Conc OP Ajo Way ( WB) 66 2 10 24 4 261 ft Conc 263.17 262.57 J Exit # 263 A/ B ----- TI Kino Pkwy UP ( EB) 67 1.03 1 2 12 8 16 ' - 07" 263.18 262.58 TI Kino Pkwy UP ( WB) 67 1.05 1 8 12 2 17 ' - 01" 263.80 263.20 TCS 46385 264.42 263.82 OP Country Club ( EB) 67 2 4 24 10 150 ft Conc OP Country Club ( WB) 67 2 10 24 4 150 ft Conc 264.43 263.83 JB ECL Tucson 264.44 263.84 DH I10 5 58 28 4 EB I10 5 58 28 88 PCC MBH 3.55 2 4 24 10 WB I10 5 58 28 88 PCC MBH 3.55 2 10 24 4 MD Var Soil Median 264.87 264.27 OP Irvington Rd ( EB) 67 2 6 24 12 261 ft Conc OP Irvington Rd ( WB) 67 2 12 24 6 261 ft Conc 265.03 264.43 J Exit # 264 A/ B ----- TI Palo Verde OP ( EB) 67 1.13 1 2 12 8 195 ft Conc TI Palo Verde OP ( WB) 67 0.62 1 8 12 2 195 ft Conc FR One Way Frontage Rd Right MBH 0.38 2 1 24 1 265.30 264.70 TCS 38000 265.62 265.02 J Exit # 265 ----- TI Alvernon Rd OP ( EB) 87 1.13 2 2 24 4 210 ft Conc TI Alvernon Rd OP ( WB) 87 0.44 1 8 12 2 210 ft Conc 266.30 265.70 TCS 35826 266.60 266.00 OP Drexel Rd ( EB) 67 2 4 24 10 141 ft Conc OP Drexel Rd ( WB) 67 2 10 24 4 141 ft Conc 267.70 267.10 J Exit # 267 at SB010 W ----- TI Valencia Rd OP ( EB) 67 0.36 1 2 12 8 183 ft Conc 267.71 267.11 TI Valencia Rd OP ( WB) 67 0.19 1 8 12 2 183 ft Conc FR One Way Frontage Rd Right MBH 0.51 2 1 24 1 FR One Way Frontage Rd Left MBH 0.33 2 1 24 1 267.99 267.39 DH I10 5 62 28 6 Printed: 3/ 21/ 00 Page: 39 MP 267.39 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 267.39 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 267.99 267.39 EB I10 5 62 28 88 AC MBH 0.12 3 4 36 10 WB I10 5 62 28 88 AC MBH 0.12 3 10 36 4 MD 56 ft Soil Median 268.10 267.50 TCS 32550 268.11 267.51 DH I10 5 62 40 12 6 EB I10 5 62 40 12 88 AC MBH 0.56 3 4 36 10 WB I10 5 62 40 12 88 AC MBH 0.56 3 10 36 4 MD 62 ft Soil Median 268.67 268.07 DH I10 5 62 40 12 4 EB I10 5 62 40 12 88 AC MBH 3.92 2 3 24 12 WB I10 5 62 40 12 88 AC MBH 3.92 2 12 24 3 MD 56 ft Soil Median 268.68 268.08 J Exit # 268 ----- TI Craycroft Rd OP ( EB) 60 0.74 1 2 12 8 177 ft Conc TI Craycroft Rd OP ( WB) 60 0.73 1 8 12 2 177 ft Conc FR One Way Frontage Rd Right MBH 1.25 1 5 12 5 FR One Way Frontage Rd Left MBH 1.25 1 7 12 7 269.30 268.70 TCS 26443 UB EUB Tucson 269.94 269.34 J Exit # 269 ----- TI Wilmot Rd OP ( EB) 85 0.51 1 2 12 8 177 ft Conc TI Wilmot Rd OP ( WB) 85 0.53 1 8 12 2 177 ft Conc 269.96 269.36 FR One Way Frontage Rd Right MBH 2.49 1 7 12 7 FR One Way Frontage Rd Left MBH 1.27 1 6 12 6 270.60 270.00 TCS 36360 271.18 270.58 J Exit # 270 ----- TI Kolb Rd UP ( EB) 86 0.68 1 2 12 8 16 ' - 00" TI Kolb Rd UP ( WB) 86 0.72 1 8 12 2 16 ' - 09" 272.59 271.99 DH I10 5 66 40 12 4 EB I10 5 66 40 12 91 AC MBH 0.89 2 4 24 10 WB I10 5 66 40 12 91 AC MBH 0.89 2 10 24 10 MD 62 ft Soil Median 272.60 272.00 TCS 37004 273.48 272.88 DH I10 5 66 40 20 I2 4 2 4 EB I10 5 66 I2 4 2 91 AC MBH 2.58 2 4 24 10 WB I10 5 66 20 91 AC MBH 2.58 2 10 24 4 MD 62 ft Soil Median 273.74 273.14 J Exit # 273 ----- TI Rita Rd UP ( EB) 62 0.78 1 2 12 8 16 ' - 03" TI Rita Rd UP ( WB) 62 0.64 1 8 12 2 16 ' - 01" 274.60 274.00 TCS 31619 Printed: 3/ 21/ 00 Page: 40 MP 274.00 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 275.46 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 276.06 275.46 DH I10 5 40 47 20 I2 4 2 4 EB I10 5 40 I2 4 2 79 AC MBH 0.20 2 4 24 10 WB I10 5 40 47 20 79 AC MBH 0.20 2 10 24 4 MD Var Soil Median 276.09 275.49 J Exit # 275 ----- TI Houghton Rd UP ( EB) 62 0.62 1 2 12 8 18 ' - 00" TI Houghton Rd UP ( WB) 62 0.74 1 8 12 2 16 ' - 02" 276.26 275.66 DH IM- 10- 5( 74) 4 EB IM- 10- 5( 74) 95 AC AC 5.51 2 4 24 10 WB IM- 10- 5( 74) 95 AC AC 5.51 2 10 24 4 MD Var Soil Median 277.60 277.00 TCS 27000 277.94 277.34 FR Two Way Frontage Rd Left G 2.06 2 2 20 2 280.00 279.40 J Exit # 279 ----- TI Vail Rd UP ( EB) 62 0.73 1 2 12 8 16 ' - 01" TI Vail Rd UP ( WB) 62 0.78 1 8 12 2 15 ' - 10" 280.60 280.00 TCS 26000 281.60 281.00 FR Two Way Frontage Rd Right MBH 0.68 2 1 24 1 FR Two Way Frontage Rd Left MBH 2.28 2 1 24 1 281.77 281.17 DH I10 5 40 47 20 I2 4 2 4 EB I10 5 40 I2 4 2 79 AC MBH 0.02 2 4 24 10 WB I10 5 40 47 20 79 AC MBH 0.02 2 10 24 4 MD Var Soil Median 281.79 281.19 DH I10 5 51 47 10 I2 4 2 4 EB I10 5 51I2 4 2 81 AC MBH 0.81 2 4 24 10 WB I10 5 51 47 10 81 AC MBH 0.81 2 10 24 4 MD Var Soil Median 282.28 281.68 J Exit # 281 at S 083 ----- TI Mountain View UP ( EB) 61 0.61 1 2 12 8 16 ' - 05" TI Mountain View UP ( WB) 61 0.68 1 8 12 2 16 ' - 05" FR Two Way Frontage Rd Right MBH 0.19 2 1 24 1 FR Two Way Frontage Rd Left MBH 0.92 2 1 24 1 282.60 282.00 DH I10 5 51 47 I2 4 2 4 EB I10 5 51I2 4 2 81 AC MBH 0.21 2 4 24 10 WB I10 5 51 47 10 81 AC MBH 0.21 2 10 24 4 MD Var Soil Median 282.81 282.21 DH I10 5 51 47 10 24 4 EB I10 5 51 24 81 AC MBH 6.42 2 4 24 10 WB I10 5 51 47 10 81 AC MBH 6.42 2 10 24 4 MD Var Soil Median 285.02 284.42 BR Davidson Wash ( EB) 55 2 6 24 12 324 ft Steel BR Davidson Wash ( WB) 60 2 12 24 6 314 ft Steel Printed: 3/ 21/ 00 Page: 41 MP 284.42 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 284.42 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 286.10 285.50 TCS 27000 289.23 288.63 DH I 10 5 915 51 4 EB I 10 5 915 51 90 AC MBH 0.53 2 4 24 10 WB I 10 5 915 51 90 AC MBH 0.53 2 10 24 4 MD Var Conc Curbed Median 289.76 289.16 DH I 10 5 915 51 47 10 4 EB I10 5 915 51 10 90 AC MBH 0.82 2 1 24 9 WB I10 5 915 47 10 90 AC MBH 0.82 2 9 24 1 MD Conc Median Barrier 289.78 289.18 BR Cienega Creek ( EB) 55 2 1 24 9 273 ft Steel BR Cienega Creek ( WB) 61 2 9 24 1 273 ft Steel 289.95 289.35 UP Union Pacific RR ( EB) 55 2 1 24 9 15 ' - 04" UP Union Pacific RR ( WB) 55 2 9 24 1 15 ' - 05" 290.05 289.45 J Exit # 289 ----- TI Marsh Station UP ( EB) 61 0.57 1 2 12 8 15 ' - 11" TI Marsh Station UP ( WB) 61 0.50 1 8 12 2 15 ' - 09" 290.58 289.98 DH I 10 5 915 51 22 47 18 20 4 EB I10 5 915 22 20 90 AC MBH 0.23 2 1 24 9 WB I10 5 915 47 18 90 AC MBH 0.23 2 9 24 1 MD Conc Median Barrier 290.81 290.21 DH I- 10- 5( 75) 4 EB I- 10- 5( 75) 98 AC AC 5.99 2 4 24 10 WB I- 10- 5( 75) 98 AC AC 5.99 2 10 24 4 MD Var Soil Median 291.03 290.43 J Median Cross- Over 291.50 290.90 TCS 24000 292.97 292.37 OP Union Pacific RR ( EB) 56 2 6 24 12 124 ft Steel OP Union Pacific RR ( WB) 63 2 10 24 4 124 ft Steel 293.10 292.50 J Exit # 292 ----- TI Bell/ Empirita OP ( EB) 63 0.39 1 2 12 8 97 ft Conc TI Bell/ Empirita OP ( WB) 63 0.41 1 8 12 2 97 ft Conc 296.80 296.20 TCS 20966 JB Cochise County DH IM- 10- 5( 70) 4 EB IM- 10- 5( 70) 95 AC AC 6.87 2 4 24 10 WB IM- 10- 5( 70) 95 AC AC 6.87 2 10 24 4 MD 76 ft Soil Median 297.20 296.60 J Median Cross- Over 297.48 296.88 FR Two Way Frontage Rd Left MBH 0.80 2 1 24 1 297.56 296.96 J Median Cross- Over 297.77 297.17 J Exit # 297 ----- Printed: 3/ 21/ 00 Page: 42 MP 297.17 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 297.17 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 297.77 297.17 TI Mescal UP ( EB) 58 0.52 1 2 12 8 15 ' - 09" TI Mescal UP ( WB) 58 0.51 1 8 12 2 16 ' - 02" 298.59 297.99 J Median Cross- Over 298.80 298.20 TCS 23000 299.95 299.35 J Exit # 299 ----- TI Skyline OP ( EB) 61 0.44 1 2 12 8 260 ft Conc TI Skyline OP ( WB) 61 0.43 1 8 12 2 260 ft Conc 300.70 300.10 TCS 22895 301.27 300.67 J Exit # 300 USAF Exit Ramp 301.45 300.85 FR Two Way Frontage Rd Right MBH 1.54 2 1 24 1 301.75 301.15 FR Two Way Frontage Rd Left MBH 1.28 2 1 24 1 302.99 302.39 J Exit # 302 at S 090 E ----- TI Whetstone OP ( EB) 67 0.55 1 2 12 8 104 ft Conc TI Whetstone OP ( WB) 67 0.53 1 8 12 2 104 ft Conc 303.45 302.85 JB WCL Benson Elev 3685 303.67 303.07 DH IM- 10- 5( 70) 4 EB IM- 10- 5( 70) 95 AC AC 0.17 2 4 24 10 WB I10 5 52 47 41 79 AC MBH 0.17 2 10 24 4 MD 76 ft Soil Median 303.80 303.20 TCS 22400 303.84 303.24 DH IM- 10- 5( 70) 4 EB IM- 10- 5( 70) 95 AC AC 0.01 2 4 24 10 WB IM- 10- 6( 114) 93 AC AC 0.01 2 10 24 4 MD 76 ft Soil Median 303.85 303.25 DH IM- 10- 6( 114) 4 EB IM- 10- 6( 114) 93 AC AC 4.42 2 4 24 10 WB IM- 10- 6( 114) 93 AC AC 4.42 2 10 24 4 MD 76 ft Soil Median 304.47 303.87 J Exit # 303 at SB010 E ----- TI W Benson OP ( EB) 69 0.78 1 2 12 8 127 ft Conc TI W Benson OP ( WB) 69 0.41 1 8 12 2 137 ft Conc 304.92 304.32 OP Union Pacific RR ( EB) 70 2 4 24 10 156 ft Conc OP Union Pacific RR ( WB) 70 2 10 24 4 156 ft Conc 305.10 304.50 TCS 21311 305.52 304.92 J Exit # 304 at SS010 E ----- TI Ocotillo Rd OP ( EB) 70 0.48 1 2 12 8 104 ft Conc TI Ocotillo Rd OP ( WB) 70 0.47 1 2 12 8 104 ft Conc FR Two Way Frontage Rd Right MBH 0.24 2 1 24 1 306.40 305.30 TCS 25307 307.34 306.74 EQ MP 306.74 Back Equals 306.24 Ahead Printed: 3/ 21/ 00 Page: 43 MP 306.74 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 306.74 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 307.35 306.25 BR San Pedro River ( EB) 70 2 6 24 12 304 ft Conc BR San Pedro River ( WB) 70 2 12 24 10 304 ft Conc 307.73 306.63 J Exit # 306 at SB010 W ----- TI Pomerene Rd OP ( EB) 74 0.77 1 2 12 8 188 ft Conc TI Pomerene Rd OP ( WB) 74 0.61 1 2 12 8 188 ft Conc FR Two Way Frontage Rd Left MBH 2.88 2 2 24 2 FR Two Way Frontage Rd Right MBH 3.09 2 7 24 7 308.04 306.94 JB ECL Benson 308.08 306.98 FR Two Way Frontage Rd Right MBH 2.57 2 1 24 1 FR Two Way Frontage Rd Left BST 2.77 2 1 24 1 308.27 307.17 DH IM- 10- 6( 112) 4 EB IM- 10- 6( 112) 93 AC AC 2.87 2 4 24 10 WB IM- 10- 6( 112) 93 AC AC 2.87 2 10 24 4 MD 76 ft Soil Median 308.30 307.20 TCS 22302 310.77 309.67 BR Adams Peak Wash ( EB) 72 2 9 24 9 149 ft Conc BR Adams Peak Wash ( WB) 72 2 9 24 9 149 ft Conc 311.14 310.04 DH I 10 6 66 4 EB I 10 6 66 72 AC MBH 0.07 2 4 24 10 WB I 10 6 66 72 AC MBH 0.07 2 10 24 4 MD 76 ft Soil Median 311.21 310.11 DH I10 6 101 74 9 4 EB I10 6 101 74 9 89 AC MBH 5.89 2 4 24 10 WB I10 6 101 74 9 89 AC MBH 5.89 2 10 24 4 MD 92 ft Soil Median 313.87 312.77 J Exit # 312 ----- TI Sibyl Rd OP ( EB) 60 0.49 1 2 12 8 89 ft Conc TI Sibyl Rd OP ( WB) 60 0.49 1 8 12 2 89 ft Conc FR Two Way Frontage Rd Left MBH 0.95 2 1 24 1 314.60 313.50 TCS 17083 317.10 316.00 DH IM- 10- 6( 116) 4 EB IM- 10- 6( 116) 94 AC AC 12.20 2 4 24 10 WB IM- 10- 6( 116) 94 AC AC 12.20 2 10 24 4 MD Var Soil Median 319.95 318.85 J Exit # 318 ----- TI Pragoon Rd OP ( EB) 63 0.91 1 2 12 8 97 ft Conc TI Pragoon Rd OP ( WB) 63 0.70 1 8 12 2 97 ft Conc 321.44 320.34 RA Texas Canyon Rest Areas 0.60 1 2 12 8 322.00 320.90 TCS 14403 323.70 322.60 J Exit # 322 ----- TI Johnson Rd UP ( EB) 58 0.51 1 2 12 8 17 ' - 00" Printed: 3/ 21/ 00 Page: 44 MP 322.60 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 322.60 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 323.70 322.60 TI Johnson Rd UP ( WB) 58 0.54 1 8 12 2 16 ' - 01" 328.10 327.00 TCS 13854 329.30 328.20 DH I10 6 104 88 67 4 4 EB I10 6 104 67 4 91 AC MBH 2.84 2 4 24 10 WB I10 6 104 67 4 91 AC MBH 2.84 2 10 24 4 MD Var Soil Median 332.14 331.04 DH I10 6 88 67 4 4 EB I10 6 88 67 4 89 AC MBH 0.58 2 4 24 10 WB I10 6 88 67 4 89 AC MBH 0.58 2 10 24 4 MD 92 ft Soil Median 332.72 331.62 J Exit # 331 at U 191 S ----- TI Cochise UP ( EB) 58 0.51 1 2 12 8 16 ' - 03" TI Cochise UP ( WB) 58 0.51 1 8 12 2 16 ' - 03" DH I10 6 88 67 4 4 EB I10 6 88 67 4 89 AC MBH 0.43 2 4 24 10 WB I10 6 88 67 4 89 AC MBH 0.43 2 10 24 4 MD 92 ft Soil Median 333.15 332.05 DH I10 6 88 67 4 39 4 EB I10 6 88 67 4 89 AC MBH 4.11 2 4 24 10 WB I10 6 88 67 39 89 AC MBH 4.11 2 10 24 4 MD 72 ft Soil Median 337.26 336.16 DH I10 6 88 67 4 33 4 EB I10 6 88 67 4 89 AC MBH 0.11 2 4 24 10 WB I10 6 88 67 39 89 AC MBH 0.11 2 10 24 4 MD Var Soil Median 337.37 336.27 DH IM- 10- 6( 121) 4 EB IM- 10- 6( 121) 95 AC AC 8.63 2 4 24 10 WB IM- 10- 6( 121) 95 AC AC 8.63 2 10 24 4 MD 76 ft Soil Median 337.40 336.30 TCS 15000 338.00 336.90 J Exit # 336 at SB010 E ----- TI W Willcox UP ( EB) 65 0.63 1 2 12 8 16 ' - 01" TI W Willcox UP ( WB) 65 0.84 1 8 12 2 16 ' - 01" FR Two Way Frontage Rd Left MBH 0.42 2 1 24 1 339.80 338.70 TCS 12000 340.59 339.49 JB WCL Willcox Elev 4182 UP Airport Rd ( EB) 65 2 4 24 10 15 ' - 10" UP Airport Rd ( WB) 65 2 10 24 4 16 ' - 02" 341.64 340.54 J Exit # 340 at S 186 ----- TI Fort Grant Rd UP ( EB) 67 0.54 1 2 12 8 16 ' - 01" TI Fort Grant Rd UP ( WB) 67 0.51 1 8 12 2 16 ' - 01" FR Two Way Frontage Rd Left MBH 0.37 2 1 24 1 Printed: 3/ 21/ 00 Page: 45 MP 340.54 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 341.30 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 342.40 341.30 JB ECL Willcox 343.60 342.50 TCS 13806 345.40 344.30 UP Stewart Rd ( EB) 67 2 4 24 10 16 ' - 04" UP Stewart Rd ( WB) 67 2 10 24 4 16 ' - 09" 345.59 344.49 J Exit # 344 at SB010 W ----- TI E Willcox UP ( EB) 67 1.20 1 2 12 8 16 ' - 04" TI E Willcox UP ( WB) 67 0.44 1 8 12 2 16 ' - 07" FR Two Way Frontage Rd Left G 1.53 2 2 20 2 346.00 344.90 DH I 10 6 50 4 EB I 10 6 50 76 AC MBH 11.57 2 4 24 10 WB I 10 6 50 76 AC MBH 11.57 2 10 24 4 MD Var Soil Median 346.70 345.60 TCS 13326 353.50 352.40 J Exit # 352 at U 191 N ----- TI Safford UP ( EB) 59 0.60 1 2 12 8 17 ' - 07" TI Safford UP ( WB) 59 0.68 1 8 12 2 17 ' - 04" 354.00 352.90 TCS 12500 357.07 355.97 J Exit # 355 at UY191 N ----- TI Luzena UP ( EB) 61 0.63 1 2 12 8 18 ' - 01" TI Luzena UP ( WB) 61 0.80 1 8 12 2 17 ' - 00" FR Two Way Frontage Rd Right MBH 5.71 2 5 24 5 357.57 356.47 DH IM- 10- 6( 113) 4 EB IM- 10- 6( 113) 94 AC AC 6.13 2 4 24 10 WB IM- 10- 6( 113) 94 AC AC 6.13 2 10 24 4 MD 76 ft Soil Median 357.65 356.55 BR Little Cal Creek ( EB) 61 2 3 24 3 218 ft Conc BR Little Cal Creek ( WB) 61 2 3 24 3 218 ft Conc 358.04 356.94 OP Union Pacific RR ( EB) 61 2 4 24 10 142 ft Steel OP Union Pacific RR ( WB) 61 2 10 24 4 142 ft Steel 360.60 359.50 TCS 14234 363.70 362.60 DH I10 6 92 45 4 EB I10 6 92 45 85 AC MBH 5.10 2 4 24 10 WB I10 2 92 45 85 AC MBH 5.10 2 10 24 4 MD Var Soil Median 363.98 362.88 J Exit # 362 at SB010 E ----- TI W Bowie UP ( EB) 67 0.55 1 2 12 8 16 ' - 02" TI W Bowie UP ( WB) 67 1.08 1 8 12 2 18 ' - 02" FR Two Way Frontage Rd Right BST 1.00 2 1 24 1 364.80 363.70 OP Barlett Ranch Rd ( EB) 67 2 4 24 10 120 ft Conc OP Barlett Ranch Rd ( WB) 67 2 10 24 4 120 ft Conc 365.89 364.79 OP Richards ( EB) 67 2 4 24 10 108 ft Conc Printed: 3/ 21/ 00 Page: 46 MP 364.79 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 364.79 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 365.89 364.79 OP Richards ( WB) 67 2 10 24 4 108 ft Conc 366.90 365.80 TCS 14200 367.92 366.82 J Exit # 366 at SB010 W ----- TI E Bowie UP ( EB) 67 0.58 1 2 12 8 16 ' - 03" TI E Bowie UP ( WB) 67 0.83 1 8 12 2 17 ' - 04" FR Two Way Frontage Rd Right BST 1.86 2 1 24 1 FR Two Way Frontage Rd Left MBH 1.17 2 5 24 5 368.80 367.70 DH I10 6 107 59 45 4 EB I10 6 107 59 45 91 AC MBH 0.20 2 4 24 10 WB I10 6 107 59 45 91 AC MBH 0.20 2 10 24 4 MD Var Soil Median 369.00 367.90 DH I10 6 107 59 18 4 EB I10 6 107 59 18 91 AC MBH 3.81 2 4 24 10 WB I10 6 107 59 18 91 AC MBH 3.81 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Right MBH 1.08 2 1 24 1 FR Two Way Frontage Rd Left BST 3.81 2 1 24 1 371.10 370.00 OP Holt ( EB) 62 2 4 24 10 91 ft Conc OP Holt ( WB) 62 2 10 24 4 91 ft Conc 372.81 371.71 DH I10 6 107 59 25 4 EB I10 6 107 59 25 91 AC MBH 4.17 2 4 24 10 WB I10 6 107 59 25 91 AC MBH 4.17 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Left MBH 4.17 2 5 24 5 373.67 372.57 FR Two Way Frontage Rd Right BST 0.99 2 1 24 1 373.76 372.66 OP Olga ( EB) 62 2 4 24 10 91 ft Conc OP Olga ( WB) 62 2 10 24 4 91 ft Conc 376.98 375.88 DH I10 6 107 59 35 4 EB I10 6 107 59 35 91 AC MBH 2.45 2 4 24 10 WB I10 6 107 59 35 91 AC MBH 2.45 2 10 24 4 MD Var Soil Median FR Two Way Frontage Rd Left MBH 2.45 2 1 24 1 379.00 377.90 TCS 11436 379.43 378.33 DH IM- 10- 6( 120) 4 EB IM- 10- 6( 120) 95 AC AC 4.45 2 4 24 10 WB IM- 10- 6( 120) 95 AC AC 4.45 2 10 24 4 MD 76 ft Soil Median FR Two Way Frontage Rd Left MBH 0.93 2 1 24 1 380.05 378.95 J Exit # 378 at SB010 E ----- TI W San Simon UP ( EB) 67 0.81 1 2 12 8 16 ' - 00" TI W San Simon UP ( WB) 67 1.31 1 8 12 2 16 ' - 00" 381.10 380.00 FR Two Way Frontage Rd Right MBH 0.88 2 1 24 1 Printed: 3/ 21/ 00 Page: 47 MP 380.00 I 010 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 010 MP 380.00 I 010 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 381.47 380.37 OP Cochise Ave ( EB) 67 2 4 24 10 97 ft Conc OP Cochise Ave ( WB) 67 2 10 24 4 97 ft Conc 382.40 381.30 TCS 10800 382.78 381.68 BR San Simon River ( EB) 67 2 3 24 3 232 ft Conc BR San Simon River ( WB) 67 2 3 24 3 232 ft Conc 383.16 382.06 FR Two Way Frontage Rd Left MBH 1.07 2 1 24 1 383.45 382.35 J Exit # 382 at SB010 W ----- TI E San Simon UP ( EB) 67 0.83 1 2 12 8 16 ' - 01" TI E San Simon UP ( WB) 67 0.78 1 8 12 2 16 ' - 06" 383.58 382.48 FR Two Way Frontage Rd Right MBH 1.61 2 1 24 1 383.88 382.78 DH IM- 10- 6( 120) 4 EB IM- 10- 6( 120) 95 AC AC 1.37 2 4 24 10 WB I10 6 84 48 81 AC MBH 1.37 2 10 24 4 MD 76 ft Soil Median 384.35 383.25 IS Inspection Station 385.25 384.15 DH IM- 10- 6( 117) 4 EB IM- 10- 6( 117) 95 AC AC 7.08 2 4 24 10 WB IM- 10- 6( 117) 95 AC AC 7.08 2 10 24 4 MD Var Soil Median 386.90 385.80 TCS 12000 389.62 388.52 RA San Simon Rest Areas 1.42 1 2 12 8 390.48 389.38 BR Island Wash ( EB) 62 2 4 24 10 111 ft Conc BR Island Wash ( WB) 38 2 4 24 6 101 ft Conc 391.85 390.75 J Exit # 390 ----- TI Cavot OP ( EB) 61 0.59 1 2 12 8 90 ft Conc 391.87 390.77 TI Cavot OP ( WB) 61 0.53 1 8 12 2 90 ft Conc 392.20 391.10 TCS 11892 392.33 391.23 J End I 010 at AZ/ NM State Line ----- Main Direction Route Length: 392.33 mi. Opposite Direction Route Length: 392.33 mi. Lengths of Frontage Roads and Others: 320.30 mi. SB010( 1) 0.00 17.50 J Beg SB010( 1) at I 010 Exit # 17 West Quartzite ----- JB Inside La Paz County UH I 10 1 5 64 AC 0.19 2 0 24 0 0.19 17.69 UH F 006 65 AC 0.70 2 0 24 0 0.89 18.39 UH S 586 1 81 AC MBH 0.09 2 1 24 1 0.98 18.48 UH S 586 1 81 AC MBH 0.29 2 8 24 8 1.27 18.77 UH S 586 1 81 AC MBH 0.09 2 1 24 1 1.30 18.80 TCS 10526 Printed: 3/ 21/ 00 Page: 48 MP 18.80 SB010( 1) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 1) MP 18.86 SB010( 1) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 1.36 18.86 UH F 0006 65 AC 0.05 2 0 24 0 1.41 18.91 UH F063 2 912F0006 88 AC MBH 0.13 2 2 24 2 MD 12 ft Painted Median 1.47 18.97 J S 095 to North and U 095 to South ----- 1.54 19.04 UH F 0006 65 AC 0.75 2 0 24 0 1.60 19.10 TCS 6974 2.29 19.79 UH I 10 1 5 64 AC 0.11 2 0 24 0 2.40 19.90 J End SB010( 1) at I 010 Exit # 19 East Quartzite ----- Main Direction Route Length: 2.40 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB010( 2) 0.00 247.60 J Beg SB010( 2) Benson Hwy at I 010 Exit # 262 A- Ramp ----- UB Inside Tucson JB Inside Pima County DH F 002 4 1 4 EB F 002 4 1 57 MBL MBH 0.30 2 2 24 8 WB F 002 4 1 57 MBL MBH 0.30 2 8 24 8 MD Var Conc Curbed Median 0.30 247.90 DH F 90 3 4 EB F 90 3 55 MBL MBH 2.58 2 2 24 8 WB F 90 3 55 MBL MBH 2.58 2 8 24 8 MD 15 ft Conc Curbed Median 0.35 247.95 J Park Ave N- S 0.40 248.00 TCS 21000 0.85 248.45 J Ajo Way E- W ----- 1.10 248.70 TCS 10185 1.51 249.11 J Campbell Ave S/ Kino Blvd N ----- 2.10 249.70 TCS 13672 2.12 249.72 J Cont SB010( 2) East on Irvington Rd 2.25 249.85 J Cont SB010( 2) South on Benson Hwy 2.81 250.41 J Country Club Rd ----- 2.88 250.48 DH F 90 3 4 EB F 90 3 55 MBL MBH 1.18 2 2 24 8 WB F 90 3 55 MBL MBH 1.18 2 8 24 2 MD 15 ft Conc Curbed Median 2.99 250.57 JB SCL Tuscon 3.44 251.04 J Palo Verde Blvd 3.60 251.20 TCS 5172 3.81 251.41 J Drexel Rd Printed: 3/ 21/ 00 Page: 49 MP 251.41 SB010( 2) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 2) MP 251.65 SB010( 2) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 4.05 251.65 J Alvernon Way ----- 4.06 251.66 DH I002 4 5 6 4 EB I002 4 5 6 58 MBL MBH 0.55 2 4 24 8 WB FAP 90 32 MBL MBH 0.55 2 8 24 4 MD 76 ft Soil Median 4.61 252.21 DH STP- 002- 4( 8) P 4 EB STP- 002- 4( 8) P 97 AC AC 0.07 2 4 24 8 WB STP- 002- 4( 8) P 97 AC AC 0.07 2 8 24 4 MD 4 ft Conc Curbed Median 4.64 252.24 J Columbus Blvd [ B234] 4.68 252.28 DH STP- 002- 4( 8) P 4 EB STP- 002- 4( 8) P 97 AC AC 0.10 2 4 24 8 WB STP- 002- 4( 8) P 97 AC AC 0.10 2 8 24 4 MD Var Soil Median 4.78 252.38 DH I002 4 5 6 4 EB I002 4 5 6 58 MBL MBH 0.97 2 4 24 8 WB FAP 90 32 MBL MBH 0.97 2 8 24 4 MD 76 ft Soil Median 5.61 253.21 J Cont SB010( 2) East on Valencia Rd 5.68 253.28 TCS 4000 5.74 253.34 TI EB I 010 UP 67 0.00 4 12 48 12 16 ' - 07" 5.75 253.35 J End SB010( 2) at I 010 Exit # 267 ----- Main Direction Route Length: 5.75 mi. Opposite Direction Route Length: 5.75 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB010( 3) 0.00 303.77 J Beg SB010( 3) Exit # 303 at I 010 West Benson ----- JB Inside Cochise County UH I 10 6 41 69 AC MBH 0.14 1 10 12 10 0.01 303.78 TI EB I 010 UP 69 0.00 1 2 12 8 15 ' - 04" 0.14 303.91 UH FO16 127 I10641 85 AC MBH 0.03 0 0 0 0 0.17 303.94 UH F016 127 I10641 85 AC MBH 0.02 4 4 48 4 MD 12 ft Painted Median X Curb to Left and Right 0.19 303.96 UH STP- 016- 1( 28) P 97 AC AC 1.03 4 2 48 2 MD 12 ft Painted Median X Curb to Left and Right 0.53 304.30 TCS 7050 1.03 304.80 J SS010 North to I 010 ( Ocotillo Ave) [ B24] ----- 1.22 304.99 UH STP- 016- 1( 28) P 97 AC AC 0.62 2 10 24 10 MD 12 ft Painted Median X Curb to Left and Right Printed: 3/ 21/ 00 Page: 50 MP 304.99 SB010( 3) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 3) MP 305.30 SB010( 3) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 1.53 305.30 TCS 11293 1.62 305.39 J Patagonia St [ B24] 1.84 305.61 UH STP- 016- 1( 28) P 97 AC AC 0.04 4 0 22 0 MD 12 ft Painted Median X Curb to Left and Right 1.86 305.63 X Curb to Left and Right 1.88 305.65 DH STP- 016- 1( 28) P 3 EB STP- 016- 1( 28) P 97 AC AC 0.11 2 2 28 2 WB STP- 016- 1( 28) P 97 AC AC 0.11 1 2 20 2 MD Var Conc Curbed Median X Curb to Left and Right 1.99 305.76 DH F016 1 12 54 4 EB F016 1 12 54 85 AC MBH 0.20 2 1 24 1 WB F016 1 12 54 85 AC MBH 0.20 2 1 24 1 MD Var Conc Curbed Median 2.02 305.79 J S 080 to Bisbee ----- UP S 080 ( EB) 41 2 0 22 0 14 ' - 00" UP S 080 ( WB) 41 2 0 22 0 14 ' - 00" 2.08 305.85 UP Union Pacific RR ( EB) 41 2 0 22 0 14 ' - 03" UP Union Pacific RR ( WB) 41 2 0 22 0 14 ' - 03" 2.19 305.96 DH STP- 016- 1( 28) P 2 EB STP- 016- 1( 28) P 97 AC AC 0.04 1 4 12 4 WB STP- 016- 1( 28) P 97 AC AC 0.04 1 4 12 4 MD 2 ft Conc Curbed Median X Curb to Left and Right 2.23 306.00 UH STP- 016- 1( 28) P 97 AC AC 0.10 2 1 24 1 MD 12 ft Painted Median X Curb to Left and Right 2.33 306.10 UH STP- 016- 1( 28) P 97 AC AC 0.16 2 0 24 14 MD 12 ft Painted Median X Curb to Left and Right 2.49 306.26 UH STP- 016- 1( 28) P 97 AC AC 0.09 2 8 26 8 MD 12 ft Painted Median X Curb to Left 2.53 306.30 TCS 2640 2.58 306.35 UH STP- 016- 1( 28) P 97 AC AC 0.49 2 8 24 8 2.64 306.41 BR San Pedro River 50 2 3 24 3 401 ft Steel 3.04 306.81 J Pomerene Rd [ L2] 3.07 306.84 UH I 10 6 47 74 AC MBH 0.08 2 8 24 8 3.14 306.91 TI EB I 010 UP 74 0.00 2 8 24 8 16 ' - 04" Printed: 3/ 21/ 00 Page: 51 MP 306.91 SB010( 3) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 3) MP 306.92 SB010( 3) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 3.15 306.92 J End SB010( 3) at I 010 Exit # 306 ----- Main Direction Route Length: 3.15 mi. Opposite Direction Route Length: 0.35 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB010( 4) 0.00 336.49 J Beg SB010( 4) at I 010 Exit # 344 A- Ramp West Willcox ----- UH S590 1 I10 6 28 85 AC MBH 0.32 2 5 24 5 0.32 336.81 UH S590 1 F102 5 1 85 AC MBH 2.73 2 5 24 5 1.51 338.00 TCS 1526 2.90 339.39 JB WCL Willcox 3.05 339.54 J Arizona Ave ----- UH S590 1 F102 5 1 85 AC MBH 0.21 2 12 24 12 3.26 339.75 UH S590 1 FA137 85 AC MBH 0.17 2 14 24 14 X Curb to Left and Right 3.31 339.80 TCS 2398 3.43 339.92 UH S590 1 F2 5 61B 85 AC MBH 0.65 2 14 24 14 X Curb to Left and Right 3.55 340.04 J S 186 S to Dos Cabezas ----- 4.01 340.50 TCS 4468 4.08 340.57 UH S590 1 F130A 85 AC MBH 0.41 2 14 24 14 X Curb to Left and Right 4.26 340.75 J S 186 N to I 010 ----- 4.49 340.98 UH S590 1 NON 130 85 AC MBH 0.50 2 5 24 5 4.99 341.48 UH S590 1 NON130 85 AC MBH 2.64 2 5 24 5 5.22 341.71 JB ECL Willcox Elev 4182 6.11 342.60 TCS 785 7.63 344.12 UH S590 1 I 106 29 85 AC MBH 0.33 2 5 24 5 7.96 344.45 J End SB010( 4) at I 010 Exit # 344 ----- Main Direction Route Length: 7.96 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB010( 5) 0.00 362.68 J Beg SB010( 5) at I 010 Exit # 362 OP West Bowie ----- UH I 10 6 45 68 AC MBH 0.32 2 8 24 8 0.32 363.00 UH S591 1 F130 D1 85 AC MBH 1.09 2 6 24 6 1.41 364.09 UH S591 1 F2 5 61A 85 AC MBH 0.57 2 6 24 6 1.55 364.23 X Bowie Unincorp Elev 3765 1.92 364.60 TCS 487 1.98 364.66 UH S591 1 F2 5 62A 85 AC MBH 1.66 2 6 24 6 3.64 366.32 UH I 10 6 45 68 AC MBH 0.32 2 8 24 8 Printed: 3/ 21/ 00 Page: 52 MP 366.32 SB010( 5) ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - SB010( 5) MP 366.64 SB010( 5) 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 3.96 366.64 J End SB010( 5) at I 010 Exit # 366 ----- Main Direction Route Length: 3.96 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi. SB010( 6) 0.00 378.92 J Beg SB010( 6) at I 010 Exit # 378 OP San Simon ----- UH I 10 6 44 67 AC MBH 0.14 2 8 24 8 0.14 379.06 UH NF 002 5 62 A 61 AC MBH 0.17 2 6 24 6 0.31 379.23 UH S576 1 NF02562 85 AC MBH 1.04 2 6 24 6 1.35 380.27 UH S576 1 F2 5 61A 85 AC MBH 0.31 4 10 48 10 X Curb to Left and Right 1.56 380.48 X San Simon Unincorp Elev 3613 1.66 380.58 UH S5761 F2 5 62A 85 AC MBH 1.44 2 6 24 6 1.78 380.70 TCS 677 2.63 381.55 BR San Simon River 39 2 5 24 5 180 ft Conc 3.10 382.02 UH NF 002 5 62 A 61 AC MBH 0.42 2 5 24 5 3.52 382.44 J End SB010( 6) at I 010 Exit # 382 ----- Main Direction Route Length: 3.52 mi. Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi. SS010 0.00 304.93 J Beg SS010 at I 010 in Benson ----- JB Inside Cochise County UH STP- 016- 1( 28) P 97 AC AC 0.45 2 2 24 2 MD 12 ft Painted Median 0.01 304.94 TI EB I 010 UP 70 0.00 2 10 24 10 15 ' - 04" 0.27 305.20 TCS 2888 0.45 305.38 UH STP- 016- 1( 28) P 97 AC AC 0.04 4 2 24 2 MD 12 ft Painted Median X Curb to Left and Right 0.49 305.42 DH STP- 016- 1( 28) P 4 NB STP- 016- 1( 28) P 97 AC AC 0.06 2 2 24 6 SB STP- 016- 1( 28) P 97 AC AC 0.06 2 2 24 2 MD Var Conc Curbed Median X Curb to Left and Right 0.55 305.48 J End SS010 at SB010( 3) in Benson [ B1234] ----- Main Direction Route Length: 0.55 mi. Opposite Direction Route Length: 0.06 mi. Lengths of Frontage Roads and Others: 0.00 mi. I 015 0.00 0.00 J Beg I 015 at AZ/ NV State Line ----- JB Mohave County DH I15 1 36 28 59 1 4 NB I15 1 36 28 5 89 AC MBH 0.35 2 4 24 10 SB I15 1 36 28 1 89 AC MBH 0.35 2 10 24 4 Printed: 3/ 21/ 00 Page: 53 MP 0.00 I 015 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 015 MP 0.00 I 015 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 0.00 0.00 MD Var Soil Median 0.35 0.35 DH I15 1 36 28 5 4 NB I15 1 36 28 5 89 AC MBH 7.42 2 4 24 10 SB I15 1 36 28 5 89 AC MBH 7.42 2 10 24 4 MD Var Soil Median 7.77 7.77 DH I15 1 28 21 4 NB I15 1 28 21 80 AC MBH 0.35 2 4 24 10 SB I15 1 28 21 80 AC MBH 0.35 2 10 24 4 MD Var Soil Median 8.00 8.00 TCS 13067 8.12 8.12 DH I 15 1 21 4 NB I 15 1 21 73 AC MBH 1.17 2 4 24 10 SB I 15 1 21 73 AC MBH 1.17 2 10 24 4 MD Var Soil Median 8.61 8.61 J Exit # 8 ----- TI Littlefield Rd OP ( NB) 73 0.80 2 6 24 12 153 ft Conc TI Littlefield Rd OP ( SB) 73 0.67 2 12 24 6 153 ft Conc FR Two Way Frontage Rd Left MBH 1.06 2 5 24 5 9.13 9.13 BR Virgin River # 1 ( EB) 87 2 1 24 6 851 ft Conc BR Virgin River # 1 ( WB) 87 2 6 24 1 851 ft Conc 9.29 9.29 DH I15 1 27 7 4 NB I15 1 27 7 73 AC MBH 2.71 2 4 24 10 SB I15 1 27 7 73 AC MBH 2.71 2 10 24 4 MD Var Soil Median 9.90 9.90 TCS 17000 12.00 12.00 DH ACIM- 15- 1( 45) 4 NB ACIM- 15- 1( 45) 93 AC AC 0.51 2 4 24 10 SB ACIM- 15- 1( 45) 93 AC AC 0.51 2 10 24 4 MD Var Median 12.51 12.51 DH ACIM- 15- 1( 45) 4 NB ACIM- 15- 1( 45) 93 AC AC 11.20 2 4 24 6 SB ACIM- 15- 1( 45) 93 AC AC 11.20 2 10 24 4 MD Conc Median Barrier 13.19 13.19 BR Virgin River # 2 ( EB) 71 2 4 24 2 740 ft Conc BR Virgin River # 2 ( WB) 71 2 2 24 4 740 ft Conc 13.27 13.27 BR Virgin River # 3 ( EB) 71 2 2 24 4 822 ft Conc BR Virgin River # 3 ( WB) 71 2 4 24 2 822 ft Conc 14.30 14.30 BR Virgin River # 4 ( EB) 71 2 2 24 6 270 ft Conc BR Virgin River # 4 ( WB) 71 2 6 24 2 270 ft Conc 15.38 15.38 BR Virgin River # 5 ( EB) 71 2 2 24 4 531 ft Conc BR Virgin River # 5 ( WB) 71 2 4 24 2 501 ft Conc Printed: 3/ 21/ 00 Page: 54 MP 15.38 I 015 ( As Of 12/ 31/ 1998) STATE HIGHWAY SYSTEM LOG - I 015 MP 15.58 I 015 1998 AADT Vert. Clear. Bridge Length, Type Rt. Shldr. Trav. Surf. Lt. Shldr. No. Lanes Rdwy. Length Shldr. Surf. Trav. Surf. Year MilePost Sym Project Built Theor. Route Mile 15.58 15.58 BR Virgin River # 6 ( EB) 71 2 2 24 4 649 ft Conc BR Virgin River # 6 ( WB) 71 2 4 24 2 649 ft Conc 18.33 18.33 J Exit # 18 ----- RA Cedar Pocket Rest Area ( NB) 0.72 1 2 12 8 |
